engineering & traffic...

Engineering & Traffic Survey

February 8, 2018

City of Hollister, California

Engineering & Traffic Surveys (E&TS)

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This Citywide Engineering and Traffic Survey has been prepared under the direction of a licensed Civil Engineer. The licensed Civil Engineer attests to the technical information contained therein, and has judged the qualifications of any technical specialists providing engineering data, which recommendations, conclusions and decisions are based. These surveys conform to Sections 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommend speed limit appropriate to facilitate the safe and orderly movement of traffic.

Prepared By:

____________________________

Chris D. Kinzel, PE, TE

Vice President, TJKM

4305 Hacienda Drive, Suite 550

Pleasanton, CA 94588-2798

Tel: 925.463.0611

Fax: 925.463.3691


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TABLE OF CONTENTS

1.0 Introduction .............................................................................................................................................. 1

1.1 Relevant California Vehicle Code Sections ......................................................................................... 6

2.0 Data Collection & Analysis ....................................................................................................................... 8

2.1 Radar Speed Surveys & Analysis ......................................................................................................... 8

2.2 Average Daily Traffic (ADT) Counts..................................................................................................... 9

2.3 Field Observations .............................................................................................................................. 9

2.4 Traffic Collision Data ......................................................................................................................... 17

3.0 Speed Limit Recommendations ............................................................................................................. 24

LIST OF TABLES

Table 1: Survey Segments ................................................................................................................................ 2

Table 2: Speed Survey Summary .................................................................................................................... 10

Table 3: Daily Traffic Counts Summary .......................................................................................................... 13

Table 4: Collision History Summary (Jan. 2012 – Nov. 2015) ........................................................................ 18

Table 5: Collision Rate Summary ................................................................................................................... 21

Table 6: Recommended Speed Limits Summary ........................................................................................... 28

LIST OF FIGURES

Figure 1: Existing Speed Limits ......................................................................................................................... 5

Figure 2: Average Daily Traffic Volumes ........................................................................................................ 16

Figure 3: Segments with Recommended Speed Limit Changes ..................................................................... 31

Figure 4: Recommended Speed Limits........................................................................................................... 32

APPENDICES

Appendix A – Recommended Speed Limit Certifications

Appendix B – Speed Survey Data Collection Forms

Appendix C – Average Daily Traffic (ADT) Volumes


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1.0 INTRODUCTION

The California State Legislature sets in place the regulations for California speed limits and the California Vehicle Code (CVC) places these regulations into language used primarily for enforcement purposes. Various jurisdictions have responsibility for roadways throughout California, including the responsibility to set speed limits on these roadways according to the standards and procedures established by Caltrans. The guidelines from the 2014 California Manual for Setting Speed Limits published by Caltrans (May 9, 2014) are used in this study. These guidelines help in establishing speed limits that are uniform throughout the state and avoid influence from political pressure or emotional perceptions.

The purpose of this survey is to evaluate the posted speed limits for 60segments within the City of Hollister and recommend speed limit changes, if any, in accordance with the State of California regulations and guidelines. CVC Section 40802 requires that Engineering and Traffic Survey (E&TS) for speed limits should be conducted at least once every 5, 7 or 10 years based on established criteria. State and local agencies re-evaluate non-statutory speed limits on their street segments that have undergone a significant change in roadway characteristics or surrounding land uses since the speed limits were last reviewed.

Speed limits are established primarily for protecting the public from the behavior of reckless, unreliable, or dangerous drivers. Speed limits are generally established at or near the 85th percentile speed. The 85th percentile speed, also referred to as the critical speed, is defined as the speed at or below which 85 percent of traffic is moving in free flow conditions. Speed limits established on this basis conform to the consensus of those who drive on the roadways as to what speed is reasonable and safe under normal driving conditions.

Many factors influence drivers and their perception of the safe speed at which to operate a vehicle. These factors should be considered as a whole because it is not practical to consider each individually. The design and physical characteristics of the roadway place limitations on the safe operating speed of vehicles. These characteristics include:

Roadway geometrics, shoulder condition, grade, alignment, and sight distance Roadside development, zoning, and environment Parking practices, bicycle and pedestrian activity Driveway density Signalized or stop-controlled intersections Rural, residential or developed areas

This report presents the results of the E&TS conducted in January 2018 for 60 street segments throughout the City of Hollister, and includes radar speed surveys, daily traffic counts, accidents summary and analysis of roadway characteristics. The 60 survey segments included in the study are classified as below:

Eighteen street segments designated as ‘Arterial’ Thirty-eight street segments designated as ‘Collector’ Four street segment designated as ‘Local’

The street segments surveyed in this E&TS report are listed in Table 1. The existing speed limits for the

survey segments are illustrated in Figure 1.


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Table 1: Survey Segments

# Street Survey Limits Roadway

Classification Roadway

Type # of

Lanes Width (feet)

Length (miles)

Existing Speed Limit (mph)

1 Beverly Drive Hillcrest Road to Sunnyslope Road Collector Undivided 2 36 0.54 35

2 Buena Vista Road Locust Avenue to Miller Road Collector Undivided 2 38 0.62 30

3 Buena Vista Road Miller Road to Carnoble Drive Collector Undivided 2 20 0.30 30

4 Buena Vista Road Carnoble Drive to Beresini Lane Collector Undivided 2 20 0.30 30

5 Chappell Road Santa Ana Road to Pacific Way Collector Undivided 2 27 0.43 40

6 Chappell Road San Felipe Road to City Limit Local Undivided 2 28 0.20 25

7 Cienega Road Nash Road to California Street Collector Undivided 2 36 0.23 25

8 Fallon Road San Felipe Road to Bert Drive Collector Undivided 2 40 0.35 45

9 Fourth Street West Street to Westside Street Collector Undivided 2 40 0.39 35

10 Hillcrest Road Prospect Avenue to SR 25 Bypass Collector Undivided 2 40 0.40 35

11 Hillcrest Road SR 25 Bypass to Memorial Drive Arterial Undivided 3 44 0.35 45

12 Hillcrest Road Memorial Drive to Busby Court Arterial Undivided 2 44 0.09 40

13 Hillcrest Road Fairview Road to Santa Ana Court Arterial Undivided 2 45 0.30 50

14 Ladd Lane Tres Pinos Road to Southside Road Collector Undivided 4 60 0.62 45

15 Line Street South Street to Steinbeck Drive Collector Undivided 2 38 0.15 30

16 Line Street Steinbeck Drive to Apricot Lane Collector Undivided 2 30 0.14 30

17 Locust Avenue Buena Vista Road to Central Avenue Local Undivided 2 34 0.26 25

18 McCloskey Road San Felipe Road to City Limit Collector Undivided 2 24 0.23 50

19 McCray Street Hillcrest Road to Santa Ana Road Collector Undivided 4 60 0.61 35

20 McCray Street Hillcrest Road to Park Street Collector Undivided 2 28 0.36 40


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Type # of

Lanes Width (feet)

Length (miles)


21 Memorial Drive Hillcrest Road to Sunnyslope Road Arterial Undivided 4 60 0.59 40

22 Memorial Drive Meridian Street to Hillcrest Road Arterial Undivided 4 60 0.29 40

23 Memorial Drive Sunnyslope Road to Sunset Drive Collector Undivided 2 60 0.28 35

24 Meridian Street SR 25 Bypass to Memorial Drive Arterial Undivided 4 45 0.37 40

25 Meridian Street McCray Street to SR 25 Bypass Arterial Undivided 4 70 0.48 40

26 Meridian Street Memorial Drive to Clearview Drive Arterial Undivided 5 64 0.39 35

27 Nash Road West Street to Westside Boulevard Arterial Undivided 2 40 0.52 30

28 Powell Street Fourth Street to Nash Road Collector Undivided 2 36 0.87 25

29 Locust Avenue Fourth Street to Central Avenue Local Undivided 2 33 0.10 25

30 Prospect Avenue South Street to Park Street Local Undivided 2 38 0.38 25/35

31 San Felipe Frontage Road McCloskey Road to Fallon Road Collector Undivided 2 22 1.15 40

32 San Felipe Road Fallon Road to City Limits Arterial Divided 4 80 0.64 55

33 San Felipe Road Fallon Road to Chappell Road Arterial Divided 4 80 1.36 55

34 Fourth Street Westside Boulevard to San Benito River Collector Undivided 2 48 0.93 45

35 Santa Ana Road San Felipe Road to Chappell Road Collector Undivided 2 38 0.29 25

36 Santa Ana Road Chappell Road to City Limits (E.D. School) Collector Undivided 2 43 0.38 40

37 Seventh Street Line Street to Monterey Collector Undivided 2 48 0.49 30

38 Sunnyslope Road SR 25 to Memorial Drive Arterial Divided 4 64 0.35 35

39 Sunnyslope Road Memorial Drive to El Toro Drive Arterial Undivided 4 62 0.15 35

40 Sunnyslope Road Valley View Road to Beverly Drive Arterial Undivided 2 50 0.74 40

41 Sunnyslope Road Beverly Drive to Fairview Road Arterial Undivided 2 60 0.24 40


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Type # of

Lanes Width (feet)

Length (miles)


42 Sunset Drive SR 25 to Memorial Drive Collector Undivided 2 60 0.20 40

43 Sunset Drive SR 25 to Southside Road Collector Undivided 2 - 4 37 - 62 0.39 25

44 Union Road Glenview Drive to Calistoga Drive Collector Undivided 2 62 0.28 35

45 Union Road SR 25 to Glenview Drive Collector Undivided 2 62 0.41 35

46 Valley View Road Sunnyslope Road to Hilltop Road Collector Undivided 2 38 0.60 35

47 Valley View Road Union Road to Hilltop Road Collector Undivided 2 37 0.19 35

48 Westside Boulevard Fourth Street to Central Avenue Collector Undivided 2 62 0.09 35

49 Westside Boulevard Nash Road to South Street Collector Undivided 2 60 0.87 35

50 Westside Boulevard South Street to Fourth Street Collector Undivided 2 62 0.28 35

51 Westside Boulevard Buena Vista Road to Central Avenue Collector Undivided 2 62 0.21 35

52 Southside Road Ladd Lane to E/O Carousel Drive Collector Undivided 2 48 0.35 35

53 Southside Road San Benito Street to Ladd Lane Collector Undivided 4 62 0.43 NA

54 Cienega Road California Street to Promise Way Collector Undivided 2 38 0.31 40

55 San Felipe Road SR 25 Bypass to Santa Ana Arterial Divided 4 90 0.59 25

56 San Benito Street Santa Ana Road to South Street Arterial Undivided 4 55 0.57 25/40

57 San Benito Street South Street to Nash Road Arterial Undivided 2 48 0.59 25

58 San Benito Street Nash Road to Promise Way Collector Undivided 2 40 0.55 30

59 San Benito Street Promise Way to South Side Road Collector Undivided 2 25 0.14 30

60 Nash Road San Benito Street to SR 25 Collector Undivided 2 - 4 48 - 64 0.64 30

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LEGEND55 mph Posted Speed Limit50 mph Posted Speed Limit45 mph Posted Speed Limit40 mph Posted Speed Limit35 mph Posted Speed Limit30 mph Posted Speed LimitSchool Zone - 25 mph speed limit when children are present25 mph Posted Speed LimitStudy SegmentRailroad Tracks


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1.1 RELEVANT CALIFORNIA VEHICLE CODE SECTIONS

Applicable California Vehicle Code (CVC) Code sections for conducting an E&TS are summarized below:

CVC SECTION 235 – BUSINESS DISTRICT: An area in which at least 50 percent of the properties are used for business for a minimum distance of 600 feet on one side or 300 feet on both sides of a highway.

CVC SECTION 515 – RESIDENCE DISTRICT: An area outside of the Business District along a highway that has a minimum of 13 separate dwelling units on one side, or 16 on both sides within a distance of a quarter mile.

CVC SECTION 627 – ENGINEERING AND TRAFFIC SURVEY: A survey of highway and traffic conditions in accordance with methods determined by the California Department of Transportation (Caltrans) for use by state and local authorities, which shall include consideration of prevailing speeds as determined by traffic engineering measurements, accident records, and highway, traffic, and roadside conditions not readily apparent to the driver. Local authorities may also consider residential district density (as defined in Section 515) and pedestrian and bicyclist safety.

CVC SECTION 21400 – ROUNDING OF SPEED LIMITS: Allows for setting the speed limit at the 5 mph increment below the 85th percentile even if mathematical rounding would require the speed to be posted above the 85th percentile. If this option is used, then the additional 5 mph reduction cannot be used. In effect, this law allows an engineer to round down to the nearest increment of the 85th instead of up. The engineer cannot then take a further reduction.

CVC SECTION 22349 – MAXIMUM SPEED LIMITS: Provides that no person shall drive a vehicle upon a highway at a speed greater than 65 mph. An exception to this, as stated in CVC Section 22356, is that Caltrans may increase the speed and these increases can only be made after consultation with the California Highway Patrol (CHP) and based on an engineering and traffic survey. Even if the maximum speed is raised, certain vehicles are still not permitted to be driven over 55 mph. These are listed below.

Motor trucks having three or more axles or any truck towing another vehicle Passenger vehicles towing other vehicles School buses transporting school pupils Farm labor vehicles transporting passengers Vehicles transporting explosives

CVC SECTION 22350 – BASIC SPEED LAW: Provides that no person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property. In other words, a driver violates the basic speed law if he or she is driving at unsafe speeds, even if that speed is lower than the posted regulatory speed limit sign.

CVC SECTION 22351 – SPEED LAW VIOLATIONS: States that the speed of any vehicle upon a highway not in excess of the limits specified in CVC Section 22352 or established as authorized in the CVC is lawful unless clearly proved to be in violation of the Basic Speed Law. This same section also states that the speed of any vehicle upon a highway in excess of the prima facie speed limits in CVC Section 22352 or established as authorized in the CVC is unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the Basic Speed Law at the time, place and under the conditions then existing.

CVC SECTION 22352 – PRIMA FACIE SPEED LIMITS: Establishes prima facie speed limits for local roads and streets. The term “prima facie”, as used in the CVC, is a speed limit that applies when no other specific


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speed limit is posted. It is a Latin term meaning “at first face” or “at first appearance”. It is also defined at “first view” and “before investigation”. Prima facie evidence is evidence sufficient to establish fact, or to raise presumption of fact, unless rebutted. These speed limits shall be applicable unless changed as authorized in the CVC and, if so changed, only when signs have been erected giving notice thereof. It sets two speed limits covering six classes of location.

A speed limit of 15 MPH applies at railroad crossings, at uncontrolled highway intersections with obstructed view, and on alleys. A speed limit of 25 MPH applies on any highway other than State highways in any business or residence district, unless a different limit is established by procedures described in the CVC. The 25 MPH limit also applies in school zones.

CVC SECTION 22357 (INCREASE OF LOCAL SPEED LIMITS TO 65 MPH) AND CVC SECTION 22358 (DECREASE OF LOCAL

SPEED LIMITS): Authorizes local authorities to establish prima facie speed limits on streets and roads under their jurisdiction, on the basis of an engineering and traffic survey.

CVC SECTION 22358.3 (DECREASE ON NARROW STREETS) AND CVC SECTION 22358.4 (DECREASE OF LOCAL LIMITS

NEAR SCHOOLS OR SENIOR CENTERS): Authorizes local agencies to reduce prima facie speed limits to 20 or 15 mph on narrow streets (with roadway width less than 25 feet), school zones, or senior centers on the basis of engineering and traffic surveys.

CVC SECTION 22358.5 – DOWNWARD SPEED ZONING: Physical conditions such as width, curvature, grade, and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning.

CVC SECTION 40802 (A)(2) – PRIMA FACIE SPEED LIMITS: Provides that prima facie speed limits established under CVC Sections 22352(b)(1), 22354, 22357, 22358, and 22358.3 may not be enforced by radar unless the speed limit has been justified by an engineering and traffic survey within the last five years. This CVC section does not apply to a local street, road or school zone.

CVC SECTION 40802 (B) – PRIMA FACIE SPEED LIMITS: For purposes of this section, a local street or road is one that is functionally classified as "local" on the "California Road System Maps," that are approved by the Federal Highway Administration and maintained by the Department of Transportation. When a street or road does not appear on the "California Road System Maps," it may be defined as a "local street or road" if it primarily provides access to abutting residential property and meets the following three conditions:

Roadway width of not more than 40 feet. Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic

control signals as defined in CVC Section 445. Not more than one traffic lane in each direction.


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2.0 DATA COLLECTION & ANALYSIS

The basic purpose of this study was to evaluate selected arterial, collector and local streets within the City of Hollister limits and to recommend appropriate speed limit revisions consistent with current laws and practices of California. The TJKM team, in coordination with the City of Hollister staff, coordinated the E&TS. The data collection procedure and speed survey analysis methodology is briefly discussed below:

2.1 RADAR SPEED SURVEYS & ANALYSIS

The speed surveys involve the use of radar guns to collect sample speeds on selected street segments. A key aspect for conducting the surveys is to ensure that street segments with unique characteristics are individually surveyed. The most crucial component of a speed zone survey is the selection of locations for the data collection task. The prevailing speed at the data collection point was selected to be the representative of the entire speed zone area.

The project team worked with the City of Hollister staff and finalized the 60 street segments to be analyzed in this E&TS. Radar speed surveys were conducted in October 2017 on days with fair weather, clear visibility and dry pavement conditions. The survey locations were selected where the prevailing speeds were representative of the entire street segment and not too close to any traffic control device. The selected locations were situated beyond the influence of stops, dips, curves, parked vehicles and any other condition that may affect the normal rate of travel. An effort was made to ensure that the presence of radar survey equipment did not affect the speed of the traffic being surveyed.

The radar speed surveys for each roadway segment was conducted using calibrated radar equipment by certified technicians. Most samples sizes for a particular segment included 100-200 vehicles. In case of low volume roadways, surveys were conducted for a minimum of three-hour period until the data was collected for at least 50 vehicles.

A Speed Survey Form was used to collect and summarize the following attributes:

Street surveyed Precise location Street direction Date/day of the survey Start time & end time of survey Number of vehicles surveyed 85th percentile speed, 50th percentile speed, 10 mile pace Percent and number of vehicles observed within the 10 mph pace speed Percent and number of vehicles observed below pace Percent and number of vehicles observed above pace Range of speeds observed and standard deviation

A description of some of the attributes is provided below:

50TH PERCENTILE SPEED (MEDIAN SPEED): The speed above and below which 50 percent of the sample speeds were observed. This value indicates the speed that a driver may choose to drive without the influence of any speed limits, speed signs, or enforcement.

85TH PERCENTILE SPEED (CRITICAL SPEED): The speed at or below which 85 percent of the sample speeds were observed. The 85th percentile speed of a spot speed survey is the primary indicator of the appropriate speed limit for a section of the roadway.


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10 MPH PACE SPEED: The 10 mph increment (range) of speeds containing the greatest number of vehicles.

In almost all cases, the 85th percentile speed and the recommended speed lie within the range,

frequently in the middle to upper range of the interval. The percent of vehicles that fall within the pace

speed is an indicator of the bunching of vehicular speeds. The number of observed vehicles within the 10

mph pace is often between 60 and 80 percent of the entire sample.

AVERAGE SPEED: The average speed is simply the cumulative speed divided by the number of observed

vehicles.

SPEED RANGE: The range of speed is simply the speed of the fastest and slowest vehicles observed. A large range of speeds (in excess of 30 mph, for example) indicates less favorable conditions than a smaller range. The greater the range, the more inconsistency in travel speeds with a greater likelihood of traffic Collisions. In general, uniform speeds result in the smooth progression of traffic.

The radar speed survey data was compiled and analyzed to determine the 50th percentile speed, 85th percentile speed, average speed, speed range, 10 mph pace speed and the percent of vehicles observed within the 10 mph pace.

Table 2 presents the speed survey summary with existing speed limits, median speed, critical speed, 10 mile pace speed, and the percent of vehicles observed within pace. The completed speed survey forms for all 60 study segments are included in Appendix B.

2.2 AVERAGE DAILY TRAFFIC (ADT) COUNTS

The TJKM team conducted average daily traffic (ADT) counts across all study segments. These counts were used to determine the accident rates for each segment, which in turn was used as a factor in determining the appropriate speed limit for each segment. Table 3 summarizes the roadway classification, orientation, directional traffic volumes and total traffic volumes for all of the study segments. The existing average daily traffic volumes for the survey segments are illustrated in Figure 2.

2.3 FIELD OBSERVATIONS

A final field check was conducted by driving each study segment while “floating” with prevailing traffic to determine the speed of traffic that is reasonable from the engineer’s viewpoint. The traffic engineer evaluates the appropriateness of the 85th percentile speed and adds the perspective of human judgment to set the appropriate speed limit. Factors such as roadside development, the number and location of driveways, parked vehicles; emergency shoulder areas, schools and playgrounds, areas frequented by pedestrians, horizontal and vertical alignment of the roadway, intersection spacing, visibility and control, landscaping, street fixtures, and other less tangible factors, all contribute to finalizing the recommended speed limits.


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Table 2: Speed Survey Summary

# Street Survey Limits Existing Speed

Limit (mph)

Speed Survey Results (mph)

Median 85th

Percentile 10-Mile

Pace Percent

w/in Pace

1 Beverly Drive Hillcrest Road to Sunnyslope Road 35 33 38 29-38 74%

2 Buena Vista Road Locust Avenue to Miller Road 30 33 40 28-37 72%

3 Buena Vista Road Miller Road to Carnoble Drive 30 36 43 29-38 62%

4 Buena Vista Road Carnoble Drive to Beresini Lane 30 36 43 32-41 69%

5 Chappell Road Santa Ana Road to Pacific Way 40 30 34 25-34 81%

6 Chappell Road San Felipe Road to City Limit 25 17 20 13-22 90%

7 Cienega Road Nash Road to California Street 25 29 36 25-34 68%

8 Fallon Road San Felipe Road to Bert Drive 45 41 46 36-45 73%

9 Fourth Street West Street to Westside Street 35 32 37 28-37 81%

10 Hillcrest Road Prospect Avenue to SR 25 Bypass 35 34 38 29-38 74%

11 Hillcrest Road SR 25 Bypass to Memorial Drive 45 39 44 36-45 77%

12 Hillcrest Road Memorial Drive to Busby Court 40 37 42 33-42 75%

13 Hillcrest Road Fairview Road to Santa Ana Court 50 44 50 39-48 67%

14 Ladd Lane Tres Pinos Road to Southside Road 45 39 44 34-43 73%

15 Line Street South Street to Steinbeck Drive 30 26 31 22-31 79%

16 Line Street Steinbeck Drive to Apricot Lane 30 27 32 20-29 72%

17 Locust Avenue Buena Vista Road to Central Avenue 25 19 23 16-25 93%

18 McCloskey Road San Felipe Road to City Limit 50 48 54 46-55 60%

19 McCray Street Hillcrest Road to Santa Ana Road 35 34 38 28-37 66%

20 McCray Street Hillcrest Road to Park Street 40 32 38 26-35 68%


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Limit (mph)


Median 85th

Percentile 10-Mile

Pace Percent

w/in Pace

21 Memorial Drive Hillcrest Road to Sunnyslope Road 40 37 42 31-40 59%

22 Memorial Drive Meridian Street to Hillcrest Road 40 31 36 27-36 69%

23 Memorial Drive Sunnyslope Road to Sunset Drive 35 23 27 18-27 85%

24 Meridian Street SR 25 Bypass to Memorial Drive 40 36 41 31-40 69%

25 Meridian Street McCray Street to SR 25 Bypass 40 28 32 24-33 87%

26 Meridian Street Memorial Drive to Clearview Drive 35 28 35 20-29 57%

27 Nash Road West Street to Westside Boulevard 30 30 34 24-33 83%

28 Powell Street Fourth Street to Nash Road 25 23 28 19-28 70%

29 Locust Avenue Fourth Street to Central Avenue 25 20 28 15-24 75%

30 Prospect Avenue South Street to Park Street 25/35 29 34 25-34 64%

31 San Felipe Frontage Road McCloskey Road to Fallon Road 40 43 53 37-46 56%

32 San Felipe Road Fallon Road to City Limits 55 54 60 51-60 67%

33 San Felipe Road Fallon Road to Chappell Road 55 55 62 53-62 47%

34 Fourth Street Westside Boulevard to San Benito River 45 39 44 33-42 74%

35 Santa Ana Road San Felipe Road to Chappell Road 25 27 31 24-33 92%

36 Santa Ana Road Chappell Road to City Limits (E.D. School) 40 36 40 32-41 83%

37 Seventh Street Line Street to Monterey 30 25 29 21-30 84%

38 Sunnyslope Road SR 25 to Memorial Drive 35 36 40 31-40 82%

39 Sunnyslope Road Memorial Drive to El Toro Drive 35 35 39 31-40 89%

40 Sunnyslope Road Valley View Road to Beverly Drive 40 36 42 31-40 65%

41 Sunnyslope Road Beverly Drive to Fairview Road 40 40 45 37-46 73%


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Limit (mph)


Median 85th

Percentile 10-Mile

Pace Percent

w/in Pace

42 Sunset Drive SR 25 to Memorial Drive 25 30 34 26-35 86%

43 Sunset Drive SR 25 to Southside Road 35 32 38 26-35 88%

44 Union Road Glenview Drive to Calistoga Drive 35 36 41 32-41 76%

45 Union Road SR 25 to Glenview Drive 35 35 40 30-39 80%

46 Valley View Road Sunnyslope Road to Hilltop Road 35 34 40 31-40 67%

47 Valley View Road Union Road to Hilltop Road 35 28 33 24-33 75%

48 Westside Boulevard Fourth Street to Central Avenue 35 29 34 25-34 79%

49 Westside Boulevard Nash Road to South Street 35 33 37 28-37 79%

50 Westside Boulevard South Street to Fourth Street 35 33 36 28-37 83%

51 Westside Boulevard Buena Vista Road to Central Avenue 35 33 37 29-38 80%

52 Southside Road Ladd Lane to E/O Carousel Drive 40 29 35 25-34 79%

53 Southside Road San Benito Street to Ladd Lane NA 33 39 27-36 70%

54 Cienega Road California Street to Promise Way 25 29 35 24-33 76%

55 San Felipe Road SR 25 Bypass to Santa Ana 25/40 25 29 20-29 92%

56 San Benito Street Santa Ana Road to South Street 25 20 23 15-24 95%

57 San Benito Street South Street to Nash Road 30 32 36 27-36 82%

58 San Benito Street Nash Road to Promise Way 30 40 46 35-44 60%

59 San Benito Street Promise Way to South Side Road 30 43 49 38-47 70%

60 Nash Road San Benito Street to SR 25 30 32 36 27-36 82%


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Table 3: Daily Traffic Counts Summary

# Street Survey Limits Direction Roadway

Classification

Traffic Volumes

NB/EB SB/WB Two Way

Total

1 Beverly Drive Hillcrest Road to Sunnyslope Road NB/SB Collector 991 989 1,980

2 Buena Vista Road Locust Avenue to Miller Road EB/WB Collector 1,052 1,545 2,597

3 Buena Vista Road Miller Road to Carnoble Drive EB/WB Collector 1,482 1,483 2,965

4 Buena Vista Road Carnoble Drive to Beresini Lane EB/WB Collector 1,428 1,579 3,007

5 Chappell Road Santa Ana Road to Pacific Way NB/SB Collector 381 411 792

6 Chappell Road San Felipe Road to City Limit EB/WB Local 178 202 380

7 Cienega Road Nash Road to California Street NB/SB Collector 479 477 956

8 Fallon Road San Felipe Road to Bert Drive EB/WB Collector 2,727 2,752 5,479

9 Fourth Street West Street to Westside Street EB/WB Collector 7,552 7,567 15,119

10 Hillcrest Road Prospect Avenue to SR 25 Bypass EB/WB Collector 1,997 2,028 4,025

11 Hillcrest Road SR 25 Bypass to Memorial Drive EB/WB Arterial 4,263 4,470 8,733

12 Hillcrest Road Memorial Drive to Busby Court EB/WB Arterial 3,586 3,525 7,111

13 Hillcrest Road Fairview Road to Santa Ana Court EB/WB Arterial 1,824 2,037 3,861

14 Ladd Lane Tres Pinos Road to Southside Road NB/SB Collector 1,655 1,725 3,380

15 Line Street South Street to Steinbeck Drive NB/SB Collector 889 1,370 2,259

16 Line Street Steinbeck Drive to Apricot Lane NB/SB Collector 1,110 1,129 2,239

17 Locust Avenue Buena Vista Road to Central Avenue NB/SB Local 773 770 1,543

18 McCloskey Road San Felipe Road to City Limit EB/WB Collector 1,523 1,447 2,970

19 McCray Street Hillcrest Road to Santa Ana Road NB/SB Collector 3,150 3,774 6,924

20 McCray Street Hillcrest Road to Park Street NB/SB Collector 1,534 2,516 4,050


Page | 14


Classification

Traffic Volumes

NB/EB SB/WB Two Way

Total

21 Memorial Drive Hillcrest Road to Sunnyslope Road NB/SB Arterial 2,453 2,279 4,732

22 Memorial Drive Meridian Street to Hillcrest Road NB/SB Arterial 2,370 2,016 4,386

23 Memorial Drive Sunnyslope Road to Sunset Drive NB/SB Collector 1,494 1,777 3,271

24 Meridian Street SR 25 Bypass to Memorial Drive EB/WB Arterial 3,139 3,451 6,590

25 Meridian Street McCray Street to SR 25 Bypass EB/WB Arterial 4,550 4,449 8,999

26 Meridian Street Memorial Drive to Clearview Drive EB/WB Arterial 1,333 1,263 2,596

27 Nash Road West Street to Westside Boulevard EB/WB Arterial 3,347 3,741 7,088

28 Powell Street Fourth Street to Nash Road NB/SB Collector 1,314 1,222 2,536

29 Locust Avenue Fourth Street to Central Avenue NB/SB Local 256 199 455

30 Prospect Avenue South Street to Park Street NB/SB Local 577 980 1,557

31 San Felipe Frontage Road McCloskey Road to Fallon Road NB/SB Collector 520 577 1,097

32 San Felipe Road Fallon Road to City Limits NB/SB Arterial 3,678 3,976 7,654

33 San Felipe Road Fallon Road to Chappell Road NB/SB Arterial 6,575 6,453 13,028

34 Fourth Street Westside Boulevard to San Benito River EB/WB Collector 7,840 8,328 16,168

35 Santa Ana Road San Felipe Road to Chappell Road EB/WB Collector 2,173 2,452 4,625

36 Santa Ana Road Chappell Road to City Limits (E.D. School) EB/WB Collector 4,005 3,896 7,901

37 Seventh Street Line Street to Monterey EB/WB Collector 502 544 1,046

38 Sunnyslope Road SR 25 to Memorial Drive EB/WB Arterial 6,376 6,466 12,842

39 Sunnyslope Road Memorial Drive to El Toro Drive EB/WB Arterial 5,699 6,302 12,001

40 Sunnyslope Road Valley View Road to Beverly Drive EB/WB Arterial 3,661 4,088 7,749

41 Sunnyslope Road Beverly Drive to Fairview Road EB/WB Arterial 2,854 2,812 5,666


Page | 15


Classification

Traffic Volumes

NB/EB SB/WB Two Way

Total

42 Sunset Drive SR 25 to Memorial Drive EB/WB Collector 3,842 3,260 7,102

43 Sunset Drive SR 25 to Southside Road EB/WB Collector 962 949 1,911

44 Union Road Glenview Drive to Calistoga Drive EB/WB Collector 1,386 1,116 2,502

45 Union Road SR 25 to Glenview Drive EB/WB Collector 2,067 1,838 3,905

46 Valley View Road Sunnyslope Road to Hilltop Road NB/SB Collector 1,285 983 2,268

47 Valley View Road Union Road to Hilltop Road NB/SB Collector 1,247 1,090 2,337

48 Westside Boulevard Fourth Street to Central Avenue NB/SB Collector 1,610 1,627 3,237

49 Westside Boulevard Nash Road to South Street NB/SB Collector 1,645 2,250 3,895

50 Westside Boulevard South Street to Fourth Street NB/SB Collector 3,813 3,284 7,097

51 Westside Boulevard Buena Vista Road to Central Avenue NB/SB Collector 1,355 1,685 3,040

52 Southside Road Ladd Lane to E/O Carousel Drive EB/WB Collector 1,599 1,029 2,628

53 Southside Road San Benito Street to Ladd Lane EB/WB Collector 1,102 1,240 2,342

54 Cienega Road California Street to Promise Way NB/SB Collector 438 432 870

55 San Felipe Road SR 25 Bypass to Santa Ana NB/SB Arterial 10,307 10,550 20,857

56 San Benito Street Santa Ana Road to South Street NB/SB Arterial 6,433 5,765 12,198

57 San Benito Street South Street to Nash Road NB/SB Arterial 5,266 5,527 10,793

58 San Benito Street Nash Road to Promise Way NB/SB Collector 3,546 3,661 7,207

59 San Benito Street Promise Way to South Side Road NB/SB Collector 3,691 3,720 7,411

60 Nash Road San Benito Street to SR 25 EB/WB Collector 8,637 8,773 17,410

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Page | 17

2.4 TRAFFIC COLLISION DATA

Collisions reported at study roadway segments were obtained from the Statewide Integrated Traffic Records System (SWITRS) database for a period of 5 years from January 2012 to June 2017. Collision rates are a significant factor in determining the appropriate speed limits.

Table 4 summarizes the type and the total number of collisions for all study segments. Table 5

summarizes the collision rate for the study segments in comparison with the statewide averages.

DEFINITIONS FOR COLLISION TYPES: The types of collisions and their definitions as defined by CHP are listed below:

HEAD-ON: Two motor vehicles, approaching from opposite directions, make direct contact. For example, the front of one vehicle collides with the front of another, or prior to impact, one vehicle skids sideways, causing the side of the skidding vehicle to collide with the front of the other.

SIDESWIPE: One motor vehicle strikes the side of another with a glancing blow. For example, two vehicles are proceeding in the same direction or from opposite directions, and the side of one vehicle strikes the side of the other.

REAR END: Two motor vehicles, traveling in the same direction, make direct contact. For example, the front of one vehicle strikes the rear of another vehicle, or Vehicle #1 approaches Vehicle #2 from the rear and skids sideways during a braking action, causing the side of Vehicle #1 to strike the rear of Vehicle #2.

BROADSIDE: One motor vehicle strikes another vehicle at an angle greater than that of a sideswipe.

HIT OBJECT: A motor vehicle strikes a fixed object or other object.

OVERTURNED: A motor vehicle overturns and no prior collision or hitting an object caused the overturning. This would include a motorcyclist losing control, causing the vehicle to lie down on its side.

AUTO/PED: A vehicle strikes a pedestrian.

OTHER: A collision not covered in the preceding elements. This entry shall be explained in the narrative, such as a vehicle involved with - a bicycle, train, or animal; an automobile fire; passengers falling or jumping from a vehicle; a vehicle backing; a bicycle involved with a pedestrian or another bicycle, etc.


Page | 18

Table 4: Collision History Summary (Jan. 2012 – Nov. 2015)

# Street Survey Limits Total # of Accidents

Accident Type

Head-On Sideswipe Rear End Broadside Hit Object Overturned Auto/Ped Other

1 Beverly Drive Hillcrest Road to Sunnyslope Road 3 2 1

2 Buena Vista Road Locust Avenue to Miller Road 4 1 3

3 Buena Vista Road Miller Road to Carnoble Drive 4 1 1 1 1

4 Buena Vista Road Carnoble Drive to Beresini Lane 1 1

5 Chappell Road Santa Ana Road to Pacific Way 0

6 Chappell Road San Felipe Road to City Limit 0

7 Cienega Road Nash Road to California Street 2 1 1

8 Fallon Road San Felipe Road to Bert Drive 2 1 1

9 Fourth Street West Street to Westside Street 25 1 7 6 4 4 2 1

10 Hillcrest Road Prospect Avenue to SR 25 Bypass 12 2 2 7 1

11 Hillcrest Road SR 25 Bypass to Memorial Drive 12 1 1 5 4 1

12 Hillcrest Road Memorial Drive to Busby Court 2 1 1

13 Hillcrest Road Fairview Road to Santa Ana Court 0

14 Ladd Lane Tres Pinos Road to Southside Road 12 3 1 2 5 1

15 Line Street South Street to Steinbeck Drive 3 2 1

16 Line Street Steinbeck Drive to Apricot Lane 1 1

17 Locust Avenue Buena Vista Road to Central Avenue

6 3 2 1

18 McCloskey Road San Felipe Road to City Limit 1 1

19 McCray Street Hillcrest Road to Santa Ana Road 23 1 7 2 10 2 1

20 McCray Street Hillcrest Road to Park Street 2 1 1


Page | 19


Accident Type


21 Memorial Drive Hillcrest Road to Sunnyslope Road 18 2 1 13 1 1

22 Memorial Drive Meridian Street to Hillcrest Road 9 4 3 1 1

23 Memorial Drive Sunnyslope Road to Sunset Drive 4 1 1 1 1

24 Meridian Street SR 25 Bypass to Memorial Drive 17 3 3 3 5 3

25 Meridian Street McCray Street to SR 25 Bypass 26 4 8 3 10 1

26 Meridian Street Memorial Drive to Clearview Drive 5 1 2 1 1

27 Nash Road West Street to Westside Boulevard 10 1 3 4 2

28 Powell Street Fourth Street to Nash Road 17 9 4 2 1 1

29 Locust Avenue Fourth Street to Central Avenue 2 1 1

30 Prospect Avenue South Street to Park Street 5 1 1 2 1

31 San Felipe Frontage Road

McCloskey Road to Fallon Road 2 2

32 San Felipe Road Fallon Road to City Limits 3 1 1 1

33 San Felipe Road Fallon Road to Chappell Road 26 2 5 7 5 2 4 1

34 Fourth Street Westside Boulevard to San Benito River

44 5 2 22 6 5 1 3

35 Santa Ana Road San Felipe Road to Chappell Road 13 1 4 1 4 1 1 1

36 Santa Ana Road Chappell Road to City Limits (E.D. School)

16 1 5 4 2 4

37 Seventh Street Line Street to Monterey 6 1 1 1 2 1

38 Sunnyslope Road SR 25 to Memorial Drive 20 2 4 4 6 2 2

39 Sunnyslope Road Memorial Drive to El Toro Drive 6 2 1 2 1

40 Sunnyslope Road Valley View Road to Beverly Drive 24 4 3 4 6 6 1


Page | 20


Accident Type


41 Sunnyslope Road Beverly Drive to Fairview Road 1 1

42 Sunset Drive SR 25 to Memorial Drive 10 3 1 2 1 3

43 Sunset Drive SR 25 to Southside Road 12 1 1 4 4 2

44 Union Road Glenview Drive to Calistoga Drive 3 1 2

45 Union Road SR 25 to Glenview Drive 1 1

46 Valley View Road Sunnyslope Road to Hilltop Road 7 1 1 1 3 1

47 Valley View Road Union Road to Hilltop Road 2 1 1

48 Westside Boulevard Fourth Street to Central Avenue 1 1

49 Westside Boulevard Nash Road to South Street 5 2 1 2

50 Westside Boulevard South Street to Fourth Street 4 1 1 2

51 Westside Boulevard Buena Vista Road to Central Avenue

1 1

52 Southside Road Ladd Lane to E/O Carousel Drive 1 1

53 Southside Road San Benito Street to Ladd Lane 1 1

54 Cienega Road California Street to Promise Way 0

55 San Felipe Road SR 25 Bypass to Santa Ana 40 6 10 4 13 4 1 1 1

56 San Benito Street Santa Ana Road to South Street 52 2 13 10 11 9 3 4

57 San Benito Street South Street to Nash Road 48 2 8 14 12 4 5 3

58 San Benito Street Nash Road to Promise Way 4 2 1 1

59 San Benito Street Promise Way to South Side Road 0

60 Nash Road San Benito Street to SR 25 45 3 9 13 12 3 4 1


Page | 21

Table 5: Collision Rate Summary

# Street Survey Limits # of Collisions

(Jan 2012 – June 2017)

Collision Rate

State Average Collision Rate

Less than State Average?

1 Beverly Drive Hillcrest Road to Sunnyslope Road 3 1.41 0.91 NO

2 Buena Vista Road Locust Avenue to Miller Road 4 1.24 0.91 NO

3 Buena Vista Road Miller Road to Carnoble Drive 4 2.25 0.91 NO

4 Buena Vista Road Carnoble Drive to Beresini Lane 1 0.55 0.91 YES

5 Chappell Road Santa Ana Road to Pacific Way 0 0.00 0.91 YES

6 Chappell Road San Felipe Road to City Limit 0 0.00 0.91 YES

7 Cienega Road Nash Road to California Street 2 4.58 0.91 NO

8 Fallon Road San Felipe Road to Bert Drive 2 0.51 0.91 YES

9 Fourth Street West Street to Westside Street 25 2.09 0.91 NO

10 Hillcrest Road Prospect Avenue to SR 25 Bypass 12 3.75 0.91 NO

11 Hillcrest Road SR 25 Bypass to Memorial Drive 12 1.93 0.91 NO

12 Hillcrest Road Memorial Drive to Busby Court 2 1.63 0.91 NO

13 Hillcrest Road Fairview Road to Santa Ana Court 0 0.00 0.91 YES

14 Ladd Lane Tres Pinos Road to Southside Road 12 2.87 1.22 NO

15 Line Street South Street to Steinbeck Drive 3 4.31 0.91 NO

16 Line Street Steinbeck Drive to Apricot Lane 1 1.57 0.91 NO

17 Locust Avenue Buena Vista Road to Central Avenue 6 7.52 0.91 NO

18 McCloskey Road San Felipe Road to City Limit 1 0.74 0.91 YES

19 McCray Street Hillcrest Road to Santa Ana Road 23 2.69 1.22 NO

20 McCray Street Hillcrest Road to Park Street 2 0.68 0.91 YES


Page | 22


(Jan 2012 – June 2017)

Collision Rate



21 Memorial Drive Hillcrest Road to Sunnyslope Road 18 3.24 1.22 NO

22 Memorial Drive Meridian Street to Hillcrest Road 9 3.55 1.22 NO

23 Memorial Drive Sunnyslope Road to Sunset Drive 4 2.19 0.91 NO

24 Meridian Street SR 25 Bypass to Memorial Drive 17 3.50 1.22 NO

25 Meridian Street McCray Street to SR 25 Bypass 26 2.99 1.22 NO

26 Meridian Street Memorial Drive to Clearview Drive 5 2.45 1.22 NO

27 Nash Road West Street to Westside Boulevard 10 1.36 0.91 NO

28 Powell Street Fourth Street to Nash Road 17 3.83 0.91 NO

29 Locust Avenue Fourth Street to Central Avenue 2 21.81 0.91 NO

30 Prospect Avenue South Street to Park Street 5 4.22 0.91 NO

31 San Felipe Frontage Road McCloskey Road to Fallon Road 2 0.79 0.91 YES

32 San Felipe Road Fallon Road to City Limits 3 0.31 1.02 YES

33 San Felipe Road Fallon Road to Chappell Road 26 0.73 1.02 YES

34 Fourth Street Westside Boulevard to San Benito River 44 1.46 0.91 NO

35 Santa Ana Road San Felipe Road to Chappell Road 13 4.83 0.91 NO

36 Santa Ana Road Chappell Road to City Limits (E.D. School) 16 2.66 0.91 NO

37 Seventh Street Line Street to Monterey 6 5.80 0.91 NO

38 Sunnyslope Road SR 25 to Memorial Drive 20 2.21 1.02 NO

39 Sunnyslope Road Memorial Drive to El Toro Drive 6 1.62 1.22 NO

40 Sunnyslope Road Valley View Road to Beverly Drive 24 2.09 0.91 NO

41 Sunnyslope Road Beverly Drive to Fairview Road 1 0.37 0.91 YES


Page | 23


(Jan 2012 – June 2017)

Collision Rate



42 Sunset Drive SR 25 to Memorial Drive 10 3.60 0.91 NO

43 Sunset Drive SR 25 to Southside Road 12 8.10 0.91 NO

44 Union Road Glenview Drive to Calistoga Drive 3 2.14 0.91 NO

45 Union Road SR 25 to Glenview Drive 1 0.31 0.91 YES

46 Valley View Road Sunnyslope Road to Hilltop Road 7 2.55 0.91 NO

47 Valley View Road Union Road to Hilltop Road 2 2.30 0.91 NO

48 Westside Boulevard Fourth Street to Central Avenue 1 1.63 0.91 NO

49 Westside Boulevard Nash Road to South Street 5 0.73 0.91 YES

50 Westside Boulevard South Street to Fourth Street 4 0.99 0.91 NO

51 Westside Boulevard Buena Vista Road to Central Avenue 1 0.77 0.91 YES

52 Southside Road Ladd Lane to E/O Carousel Drive 1 0.54 0.91 YES

53 Southside Road San Benito Street to Ladd Lane 1 0.50 1.22 YES

54 Cienega Road California Street to Promise Way 0 0.00 0.91 YES

55 San Felipe Road SR 25 Bypass to Santa Ana 40 1.62 1.02 NO

56 San Benito Street Santa Ana Road to South Street 52 3.70 1.22 NO

57 San Benito Street South Street to Nash Road 48 3.74 0.91 NO

58 San Benito Street Nash Road to Promise Way 4 0.50 0.91 YES

59 San Benito Street Promise Way to South Side Road 0 0.00 0.91 YES

60 Nash Road San Benito Street to SR 25 45 2.01 0.91 NO

Note: The segments below the statewide average collision rate would be considered to be non-hazardous.


Page | 24

3.0 SPEED LIMIT RECOMMENDATIONS

The setting of speed limits requires a rational and defensible procedure to maintain the confidence of the public and legal systems. Speed limit determinations rely on the premise that a reasonable speed limit is one that conforms to the actual behavior of the majority of drivers; one will be able to select a speed limit that is both reasonable and effective by measuring drivers' speeds.

In 2004, in order to better conform to the standards established in the Federal Highway Administration’s Manual on Uniform Traffic Control Devices (MUTCD), the speed zoning section of the California MUTCD was changed to require rounding the 85th percentile to the nearest 5 mph increment rather than the lower 5 mph increment. This specific guideline revision resulted in raising certain street speed limits and had become a challenge to state and local jurisdictions.

In 2007, the California Traffic Control Devices Committee (CTCDC) ruled to approve a language change in the CA MUTCD to clarify how local speed limits should be set. Caltrans ultimately issued a Traffic Operations Policy Directive (No. 09-04), effective July 1, 2009, which clearly defined these changes and incorporated new requirements into the CA MUTCD. The changes are summarized below:

Posted speed limits will be set "rounded to the nearest" 5 mph increment of the 85th percentile speed.

Jurisdictions can lower this speed by an additional 5mph based on and justified by conditions and factors cited in the California Vehicle Code.

Studies of the effects of establishing, raising and lowering speed limits include federal studies FHWA-RD-92-084 and FHWA-RD-98-154. These studies demonstrate that the most effective attribute in establishing the speed limit is to determine the 85th percentile speed and set the posted speed close to that value. The empirical data in these studies demonstrates that setting the speed limit too high or too low can increase collisions. Speed limits that are set near the 85th percentile speed of free flowing traffic are safer and produce less variance in vehicle speeds. Because of this, the 85th percentile is used to establish the upper limit of operating speeds that are considered reasonable and prudent. In addition, setting the speed limit arbitrarily low often makes violators of a disproportionate number of drivers, does not facilitate the orderly movement of traffic, and requires constant enforcement to maintain compliance.

The 2014 Edition of the CA MUTCD requires as a standard that a speed limit shall be established at the nearest 5 mph increment of the 85th percentile speed, except that the posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th percentile speed in compliance with CVC Sections 627 and CVC 22358.5. According to CVC 21400, for cases in which the nearest 5 mph increment of the 85th percentile speed would require rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed if no further reduction is used. The following examples are provided to explain the application of these speed limit criteria:

If the 85th percentile speed in a speed survey for a location was 37 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed. The 35 mph established speed limit can be reduced by 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer.

If the 85th percentile speed in a speed survey for a location was 33 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed. The 35 mph established speed limit can be reduced by 5 mph to 30 mph if the conditions and


Page | 25

justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer.

Section 2B.13 of the 2014 CA MUTCD further states that justification for reducing speed limits can be based on residential density, pedestrian/bicyclist safety and other factors not readily apparent to drivers but essential to meet the traffic safety needs of the community. The following factors may be considered to adjust and determine the final speed limits:

Road characteristics, shoulder condition, grade, alignment, and sight distance 10 mph pace speed (a 10 mile range in which the highest number of data is recorded) Roadside development and environment Parking practices and bicycle/pedestrian activity Reported crash experience for at least a 12-month period

The guidelines from the 2014 California Manual for Setting Speed Limits (May 9, 2014; updated April 7, 2017) published by Caltrans were followed in this study. The speed limit recommendations are proposed for the 60 street segments in the study based on the above discussed guidelines and speed data analysis. The speed limit for each study segment was recommended after determining the average speed, 85th percentile speed, pace speed and considering other significant factors such as existing land use, roadway design characteristics and accident rates. Appendix A presents the results of the traffic survey analyses, which include prevailing speed data, accident history, traffic factors, and roadway conditions. The recommended speed limit for each street segment is also shown with a comment on the rationale for the recommendation.

Table 6 shows the existing and recommended speed limits for all of the 60 study segments. Figure 3 illustrates segments with recommended speed limit changes, and Figure 4 shows the recommended speed limit for all of the study segments. The recommendations are highlighted below:

A REDUCTION OF 5 MPH IN SPEED LIMIT IS RECOMMENDED FOR TWELVE ROADWAY SEGMENTS:

1) Segment #5 Chappell Road from Santa Ana Road to Pacific Way

2) Segment #9 Fourth Street from West Street to Line Street

3) Segment #15 Line Street from South Street to Steinbeck Drive

4) Segment #16 Line Street from Steinbeck Drive to Apricot Lane

5) Segment #21 Memorial Drive from Hillcrest Road to Sunnyslope Road

6) Segment #22 Memorial Drive from Meridian Street to Hillcrest Road

7) Segment #26 Meridian Drive Street from Memorial Drive to Clearview Drive

8) Segment #27 Nash Road from West Street to Westside Boulevard

9) Segment #34 Fourth Street from Westside Boulevard to San Benito River

10) Segment #36 Santa Ana Road from Chappell Road to City Limits

11) Segment #52 Southside Road from Ladd Lane to east of Carousel Drive

12) Segment #55 San Felipe Road from SR 25 Bypass to Santa Ana (northern portion of segment)

AN INCREASE OF 5 MPH IN SPEED LIMIT IS RECOMMENDED FOR FOUR ROADWAY SEGMENTS:

1) Segment #2 Buena Vista Road from Locust Avenue to Miller Road

2) Segment #3 Buena Vista Road from Miller Road to Carnoble Drive

3) Segment #4 Buena Vista Road from Carnoble Drive to Beresini Lane


Page | 26

4) Segment #60 Nash Road from San Benito Street to SR 25 (east of Cushman Street)

A REDUCTION OF 10 MPH IN SPEED LIMIT IS RECOMMENDED FOR THREE ROADWAY SEGMENTS:

1) Segment #23 Memorial Drive from Sunnyslope Road to Sunset Drive

2) Segment #24 Meridian Street from SR 25 Bypass to Memorial Drive

3) Segment #25 Meridian Street from McCray Street to SR 25 Bypass

AN INCREASE OF 10 MPH IN SPEED LIMIT IS RECOMMENDED FOR ONE ROADWAY SEGMENT:

1) Segment #30 Prospect Avenue from South Street to Park Street

THERE IS NO CHANGE IN SPEED LIMITS FOR THE FOLLOWING 40 ROADWAY SEGMENTS:

1) Segment #1 Beverly Drive from Hillcrest Road to Sunnyslope Road

2) Segment #6 Chappell Road from San Felipe Road to City Limit

3) Segment #7 Cienega Road from Nash Road to California Street

4) Segment #8 Fallon Road from San Felipe Road to Bert Drive

5) Segment #10 Hillcrest Road from Prospect Avenue to SR 25 Bypass

6) Segment #11 Hillcrest Road from SR 25 Bypass to Memorial Drive

7) Segment #12 Hillcrest Road from Memorial Drive to Busby Court

8) Segment #13 Hillcrest Road from Fairview Road to Santa Ana Court

9) Segment #14 Ladd Lane from Tres Pinos Road to Southside Road

10) Segment #17 Locust Avenue from Buena Vista Road to Central Avenue

11) Segment #18 McCloskey Road from San Felipe Road to City Limit

12) Segment #19 McCray Street from Hillcrest Road to Santa Ana Road

13) Segment #20 McCray Street from Hillcrest Road to Park Street

14) Segment #28 Powell Street from Fourth Street to Nash Road

15) Segment #29 Locust Avenue from Fourth Street to Central Avenue

16) Segment #31 San Felipe Frontage Road from McCloskey Road to Fallon Road

17) Segment #32 San Felipe Road from Fallon Road to City Limits

18) Segment #33 San Felipe Road from Fallon Road to Chappell Road

19) Segment #35 Santa Ana Road from San Felipe Road to Chappell Road

20) Segment #37 Seventh Street from Line Street to Monterey

21) Segment #38 Sunnyslope Road from SR 25 to Memorial Drive

22) Segment #39 Sunnyslope Road from Memorial Drive to El Toro Drive

23) Segment #40 Sunnyslope Road from Valley View Road to Beverly Drive

24) Segment #41 Sunnyslope Road from Beverly Drive to Fairview Road

25) Segment #42 Sunset Drive from SR 25 to Memorial Drive

26) Segment #43 Sunset Drive from SR 25 to Southside Road

27) Segment #44 Union Road from Glenview Drive to Calistoga Drive

28) Segment #45 Union Road from SR 25 to Glenview Drive


Page | 27

29) Segment #46 Valley View Road from Sunnyslope Road to Hilltop Road

30) Segment #47 Valley View Road from Union Road to Hilltop Road

31) Segment #48 Westside Boulevard from Fourth Street to Central Avenue

32) Segment #49 Westside Boulevard from Nash Road to South Street

33) Segment #50 Westside Boulevard from South Street to Fourth Street

34) Segment #51 Westside Boulevard from Buena Vista Road to Central Avenue

35) Segment #53 Southside Road from San Benito Street to Ladd Lane (no existing speed limit)

36) Segment #54 Cienega Road from California Street to Promise Way

37) Segment #56 San Benito Street from Santa Ana Road to South Street

38) Segment #57 San Benito Street from South Street to Nash Road

39) Segment #58 San Benito Street from Nash Road to Promise Way

40) Segment #59 San Benito Street from Promise Way to South Side Road


Page | 28

Table 6: Recommended Speed Limits Summary

# Street Survey Limits Width (feet)

Speed (mph) Changes to Existing

Speed Limit Existing 85th Percentile Recommended

1 Beverly Drive Hillcrest Road to Sunnyslope Road 36 35 38 35 0

2 Buena Vista Road Locust Avenue to Miller Road 38 30 40 35 5

3 Buena Vista Road Miller Road to Carnoble Drive 20 30 43 35 5

4 Buena Vista Road Carnoble Drive to Beresini Lane 20 30 43 35 5

5 Chappell Road Santa Ana Road to Pacific Way 27 40 34 35 -5

6 Chappell Road San Felipe Road to City Limit 28 25 20 25 0

7 Cienega Road Nash Road to California Street 36 25 36 25 0

8 Fallon Road San Felipe Road to Bert Drive 40 45 46 45 0

9 Fourth Street West Street to Westside Street 40 35 37 30 -5

10 Hillcrest Road Prospect Avenue to SR 25 Bypass 40 35 38 35 0

11 Hillcrest Road SR 25 Bypass to Memorial Drive 44 45 44 45 0

12 Hillcrest Road Memorial Drive to Busby Court 44 40 42 40 0

13 Hillcrest Road Fairview Road to Santa Ana Court 45 50 50 50 0

14 Ladd Lane Tres Pinos Road to Southside Road 60 45 44 45 0

15 Line Street South Street to Steinbeck Drive 38 30 31 25 -5

16 Line Street Steinbeck Drive to Apricot Lane 30 30 32 25 -5

17 Locust Avenue Buena Vista Road to Central Avenue 34 25 23 25 0

18 McCloskey Road San Felipe Road to City Limit 24 50 54 50 0

19 McCray Street Hillcrest Road to Santa Ana Road 60 35 38 35 0

20 McCray Street Hillcrest Road to Park Street 28 40 38 40 0


Page | 29




21 Memorial Drive Hillcrest Road to Sunnyslope Road 60 40 42 35 -5

22 Memorial Drive Meridian Street to Hillcrest Road 60 40 36 35 -5

23 Memorial Drive Sunnyslope Road to Sunset Drive 60 35 27 25 -10

24 Meridian Street SR 25 Bypass to Memorial Drive 45 40 41 30 -10

25 Meridian Street McCray Street to SR 25 Bypass 70 40 32 30 -10

26 Meridian Street Memorial Drive to Clearview Drive 64 35 35 30 -5

27 Nash Road West Street to Westside Boulevard 40 30 34 25 -5

28 Powell Street Fourth Street to Nash Road 36 25 28 25 0

29 Locust Avenue Fourth Street to Central Avenue 33 25 28 25 0

30 Prospect Avenue South Street to Park Street 38 25/35 34 35 10/0

31 San Felipe Frontage Road McCloskey Road to Fallon Road 22 40 53 40 0

32 San Felipe Road Fallon Road to City Limits 80 55 60 55 0

33 San Felipe Road Fallon Road to Chappell Road 80 55 62 55 0

34 Fourth Street Westside Boulevard to San Benito River 48 45 44 40 -5

35 Santa Ana Road San Felipe Road to Chappell Road 38 25 31 25 0

36 Santa Ana Road Chappell Road to City Limits (E.D. School) 43 40 40 35 -5

37 Seventh Street Line Street to Monterey 48 30 29 30 0

38 Sunnyslope Road SR 25 to Memorial Drive 64 35 40 35 0

39 Sunnyslope Road Memorial Drive to El Toro Drive 62 35 39 35 0

40 Sunnyslope Road Valley View Road to Beverly Drive 50 40 42 40 0

41 Sunnyslope Road Beverly Drive to Fairview Road 60 40 45 40 0


Page | 30




42 Sunset Drive SR 25 to Memorial Drive 60 25 34 25 0

43 Sunset Drive SR 25 to Southside Road 37 - 62 35 38 35 0

44 Union Road Glenview Drive to Calistoga Drive 62 35 41 35 0

45 Union Road SR 25 to Glenview Drive 62 35 40 35 0

46 Valley View Road Sunnyslope Road to Hilltop Road 38 35 40 35 0

47 Valley View Road Union Road to Hilltop Road 37 35 33 35 0

48 Westside Boulevard Fourth Street to Central Avenue 62 35 34 35 0

49 Westside Boulevard Nash Road to South Street 60 35 37 35 0

50 Westside Boulevard South Street to Fourth Street 62 35 36 35 0

51 Westside Boulevard Buena Vista Road to Central Avenue 62 35 37 35 0

52 Southside Road Ladd Lane to E/O Carousel Drive 48 40 35 35 -5

53 Southside Road San Benito Street to Ladd Lane 62 NA 39 35 NA

54 Cienega Road California Street to Promise Way 38 25 35 25 0

55 San Felipe Road SR 25 Bypass to Santa Ana 90 25/40 29 25/35 0/-5

56 San Benito Street Santa Ana Road to South Street 55 25 23 25 0

57 San Benito Street South Street to Nash Road 48 30 36 30 0

58 San Benito Street Nash Road to Promise Way 40 30 46 30 0

59 San Benito Street Promise Way to South Side Road 25 30 49 30 0

60 Nash Road San Benito Street to SR 25 48 - 64 30 36 30/35 0/5

054-XXX

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Segments With Recommended Speed Limit Changes

Figure 3

CALIFORNIA

25

CALIFORNIA

156

CALIFORNIA

156

CALIFORNIA

25

CALIFORNIA

25

CALIFORNIA

25

CALIFORNIA

25

HollisterAirport

X

LEGENDIncrease By 10 mphIncrease By 5 mphDecrease By 5 mphDecrease By 10 mphStudy SegmentRailroad Tracks

5

3635

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Recommended Speed Limits

Figure 4054-007

CALIFORNIA

25

CALIFORNIA

156

CALIFORNIA

156

CALIFORNIA

25

CALIFORNIA

25

CALIFORNIA

25

CALIFORNIA

25

HollisterAirport

X

LEGEND55 mph Posted Speed Limit50 mph Posted Speed Limit45 mph Posted Speed Limit40 mph Posted Speed Limit35 mph Posted Speed Limit30 mph Posted Speed LimitSchool Zone, 25 mph speed limit when children are present25 mph Posted Speed LimitStudy SegmentRailroad Tracks


Appendix | A

APPENDIX A

RECOMMENDED SPEED LIMIT CERTIFICATIONS

Segment # 1Street: Beverly DriveLimits: Hillcrest Road to Sunnyslope RoadDirection: N/S

S/O Glarner Street35 mph1083829-3874%

1,9800.54Collector

January 2012 - June 201731.410.91

Adjacent land use is residential with one small neighborhood park. No driveways front Beverly Drive.

Two-lane roadway with center double yellow striping with stop control at Hillcrest Road, Spruce Drive, and Sunnyslope Road. Crosswalks exist on the north and south legs of the intersection at Spruce Drive. On street parking is allowed only along the park frontage. Segment is flat with two alternating horizontal curves.

Results of attached engineering & traffic survey information support maintaining the existing 35 mph speed limit.

No Recommended Speed Limit: 35 mph

Approved and Authorized for release by The City of Hollister Public Works:

Title: Vice President, TJKM Transportation Consultants

Speed Limit Change? Existing Speed Limit: 35 mph

Signed: Chris D. Kinzel, PE

Statewide Average Accident Rate

D. Roadway Conditions Adjacent Land Use

Roadway Geometrics

Comments

Accident Rate (Acc/MVM)

10 mph Pace Percent in Pace

B. Traffic Factors Average Daily Traffic (ADT) Length of Segment (mi.) Street Classification

C. Collision History Date Range Covered Total Accidents

85th Percentile (mph)

FactorsA. Prevailing Speed Data Date /Location of Survey Posted Speed Limit (mph) # Speed Data Collected

This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

Survey Location

Segment # 2Street: Buena Vista RoadLimits: Locust Avenue to Miller RoadDirection: E/W

E/O Calaveras School301134028-3772%

2,5970.62Collector

January 2012 - June 201741.240.91

Land use is generally residential with one school and attached park on the south side and agricultural on the north side of the roadway.

Two-lane roadway with striped centerline and no all-way stop controlled intersections. Partial eastbound bike lanes and on-street parking. Sidewalks exist on the south side of the roadway along most of the segment. Segment is straight and flat, with no curves.

Results of attached engineering & traffic survey information support increasing the speed limit to 35 mph. This segment crosses jurisdictional boundaries and is part of a 35 mph corridor.

Yes Recommended Speed Limit: 35 mph







Roadway Geometrics

Comments








Survey Location

Segment # 3Street: Buena Vista RoadLimits: Miller Road to Carnoble DriveDirection: E/W

E/O Canoble Drive301544329-3862%

2,9650.30Collector

January 2012 - June 201742.250.91

Land use is a mix of residential and agricultural on the south side and agricultural on the north side of the roadway


Results of attached engineering & traffic survey information support increasing the speed limit on the overall corridor from Beresini Lane to Locust Avenue to 35 mph. This segment crosses jurisdictional boundaries and is part of that 35 mph corridor.








Roadway Geometrics

Comments








Survey Location

Segment # 4Street: Buena Vista RoadLimits: Carnoble Drive to Beresini LaneDirection: E/W

W/O Ranchito Drive301604332-4169%

3,0070.30Collector

January 2012 - June 201710.550.91

Land use is a mix of residential and agricultural on the south side and agricultural on the north side of the roadway


Results of attached engineering & traffic survey information support increasing the speed limit on the overall corridor from Beresini Lane to Locust Avenue to 35 mph. This segment crosses jurisdictional boundaries and is part of that 35 mph corridor.








Roadway Geometrics

Comments








Survey Location

Segment # 5Street: Chappell RoadLimits: Santa Ana Road to Pacific WayDirection: N/S

S/O Primavera Drive401323425-3481%

7920.43Collector

January 2012 - June 2017000.91

Land use is a mix of residential and agricultural/undeveloped on the west side and agricultural on the east side of the roadway.

Two-lane roadway with striped centerline and no all-way stop controlled intersections. On-street parking and sidewalks developed portions of west side. Segment is straight and flat, with no curves.

Results of attached engineering & traffic survey information support decreasing the speed limit to 35 mph.








Roadway Geometrics

Comments








Survey Location

Segment # 6Street: Chappell RoadLimits: San Felipe Road to City LimitDirection: E/W

1040 ft at City Limit Line25772013-2290%

3800.20Local

January 2012 - June 2017000.91

Land use is a mix of rural commercial, residential, and agricultural.

Narrow two-lane roadway with striped centerline, unpaved shoulders, and no all-way stop controlled intersections. Parking is allowed on unpaved shoulders. Notably poor pavement quality throughout. Segment is straight and flat, with no curves.









Roadway Geometrics

Comments








Survey Location

Segment # 7Street: Cienega RoadLimits: Nash Road to California StreetDirection: N/S

N/O of Henry Street251053625-3468%

9560.23Collector

January 2012 - June 201724.580.91

Land use is generally residential, with one church and numerous driveways on both sides.

Two-lane roadway with striped centerline and stop control at Nash Road. On-street parking is allowed. Sidewalks are intermittent along segment length. Segment is generally straight and flat, with no discernible curves.

Residential district supports maintaining the existing 25 mph speed limit.








Roadway Geometrics

Comments








Survey Location

Segment # 8Street: Fallon RoadLimits: San Felipe Road to Bert DriveDirection: E/W

W/O Bert Drive452254636-4573%

5,4790.35Collector

January 2012 - June 201720.510.91

Land uses are generally industrial and agricultural/undeveloped, with three private residences.

Two-lane roadway with two-way left turn lane and left turn pockets. No all-way stop control intersections. Sidewalks are present on the southern side of the segment. Segment is straight and flat, with no curves.









Roadway Geometrics

Comments








Survey Location

Segment # 9Street: Fourth StreetLimits: West Street to Line StreetDirection: E/W

W/O College Street352123728-3781%

15,1190.39Collector

January 2012 - June 2017252.090.91

Land uses are residential, with numerous driveways on both sides.

Two-lane roadway with center double yellow striping, one signalized intersection at Westside Boulevard, and no all-way stop controlled intersection. Yellow (school) crosswalks cross Fourth Street at College Street and Line Street. Sidewalks and on-street parking are provided on both sides of the road. Segment is straight and flat, with no curves.

Residential land use and the results of the attached engineering & traffic survey information support decreasing the speed limit to 30 mph.








Roadway Geometrics

Comments








Survey Location

Segment # 10Street: Hillcrest RoadLimits: Prospect Avenue to SR 25 BypassDirection: E/W

W/O Industial Drive351343829-3874%

4,0250.40Collector

January 2012 - June 2017123.750.91

Land uses are mixed industrial and commercial.

Two-lane roadway with center double yellow striping and signalized intersections at McCray Street and SR 25 Bypass. There is a gated railroad crossing between Prospect Avenue and McCray Street. Sidewalks are present on the southern side of the road, and parking is allowed on wide shoulders west of Industrial Drive. Segment is flat with two slight, alternating horizontal curves.Results of attached engineering & traffic survey information support maintaining the existing 35 mph speed limit.








Roadway Geometrics

Comments








Survey Location

Segment # 11Street: Hillcrest RoadLimits: SR 25 Bypass to Memorial DriveDirection: E/W

E/O Joe Borovich Drive452194436-4577%

8,7330.35Collector

January 2012 - June 2017121.930.91

Adjacent land use is generally residential, with agricultural/undeveloped parcels on the northern side of the roadway. This roadway segment provides access to residential side-streets to the south.

Three-lane roadway with center double yellow striping, one signalized intersection with crosswalks at SR 25 Bypass, and one all-way stop controlled intersection with crosswalks at Memorial Drive. Sidewalks are provided on the southern side of the roadway. On-street parking is allowed on unpaved shoulders on the north side of the roadway east of Paseo Drive. Segment is straight and flat, with no curves.Results of attached engineering & traffic survey information support maintaining the existing 45 mph speed limit.








Roadway Geometrics

Comments








Survey Location

Segment # 12Street: Hillcrest RoadLimits: Memorial Drive to Busby CourtDirection: E/W

Midpoint of Street402194233-4275%

7,1110.09Arterial

January 2012 - June 201721.630.91

Land use is residential on the northern side of the roadway and a park on the southern side of the roadway. No driveways front Hillcrest Road on this segment.

Two-lane roadway with center double yellow striping and an all-way stop controlled intersection at Memorial Drive. Sidewalks exist on the northern side of the roadway, with a wide unpaved shoulder on the southern side of the roadway. On-street parking is allowed on both sides. Segment is straight and flat, with no curves.









Roadway Geometrics

Comments








Survey Location

Segment # 13Street: Hillcrest RoadLimits: Fairview Road to Santa Ana CourtDirection: E/W

W/O Beverly Drive501165039-4867%

3,8610.30Arterial

January 2012 - June 2017000.91

Adjacent land use is generally residential, with agricultural/undeveloped parcels on the northern side of the roadway and few driveways. This roadway segment provides access to residential side-streets via Beverly Drive.

Two-lane roadway with center double yellow striping and turn pockets, and one stop-controlled intersection at Fairview Road. Sidewalks are present on the southern side of the roadway. Parking is generally prohibited. Segment is straight and flat, with no curves.









Roadway Geometrics

Comments








Survey Location

Segment # 14Street: Ladd LaneLimits: Tres Pinos Road to Southside Direction: N/S

N/O Talbot Drive451034434-4373%

3,3800.62Collector

January 2012 - June 2017122.871.22

Land uses are generally residential with commercial/retail near Tres Pinos Road. This roadway segment provides access to residential side-streets. No residential driveways front Ladd Lane on this segment.

Four-lane roadway with center double yellow striping and bicycle lanes. There is one signalized intersection at Tres Pinos Road and one all-way stop controlled intersection at Southside Road. Crosswalks cross the roadway at Tres Pinos Road, Hillock Drive, and Southside Road. Sidewalks exist on both sides along the entire length. Segment is straight and flat, with no curves.Results of attached engineering & traffic survey information support maintaining the existing 45 mph speed limit.








Roadway Geometrics

Comments








Survey Location

Segment # 15Street: Line StreetLimits: South Street to Steinbeck DriveDirection: N/S

S/O South Street301073122-3179%

2,2590.15Collector

January 2012 - June 201734.310.91

Land use is generally residential with one school on the east side of the roadway

Two-lane roadway with center striping and one stop-controlled intersection at South Street. Crosswalks cross Line Street at South Street and Peridot Court. Sidewalks exist on both sides, and on-street parking is allowed. Segment is generally straight and flat, with no discernible curves.

Residential district and the results of the attached engineering & traffic survey information support decreasing the speed limit to 25 mph.








Roadway Geometrics

Comments








Survey Location

Segment # 16Street: Line StreetLimits: Steinbeck Drive to Apricot LaneDirection: N/S

S/O Steinbeck Drive301183220-2972%

2,2390.14Collector

January 2012 - June 201711.570.91

Adjacent land use is generally residential, with one school and park. This roadway segment provides access to residential side-streets.

Two-lane roadway with center striping and one stop-controlled intersection with crosswalks at Apricot Lane. Sidewalks exist on both sides, and on-street parking is allowed. Segment is generally straight and flat, with no discernible curves.

Residential district and the results of the attached engineering & traffic survey information support decreasing the speed limit to 25 mph. This segment is part of a 25 mph corridor.








Roadway Geometrics

Comments








Survey Location

Segment # 17Street: Locust AvenueLimits: Buena Vista Road to Central Direction: N/S

E/O W. Second Streetnone (25 prima facie)2032316-2593%

1,5430.26Local

January 2012 - June 201767.520.91

Land use is generally residential and agricultural/undeveloped, with numerous driveways.

Two-lane roadway with center double yellow striping and stop-controlled intersections at Buena Vista Road, and West 2nd Street/College Street. Sidewalks are intermittent. On-street parking is allowed on the majority of the segment. The segment is inclined, with three horizontal curves.

Residential land use and the results of the attached engineering & traffic survey information support maintaining the current 25 mph speed limit. Speed limit not currently posted in this segment.








Roadway Geometrics

Comments








Survey Location

Segment # 18Street: McCloskey Road

Limits: San Felipe Road to City Limit

Direction: E/W

E/O Community Parkway502115446-5560%

2,9700.23Collector

January 2012 - June 201710.740.91

Land uses are mixed industrial, commercial, and agricultural.

Two-lane roadway with center double yellow striping and one signalized intersection at San Felipe Road. There are wide unpaved shoulders and no posted parking restrictions. The segment is straight and flat.









Roadway Geometrics

Comments








Survey Location

Segment # 19Street: McCray StreetLimits: Hillcrest Road to Santa Ana RoadDirection: N/S

S/O Meridian Street352033828-3766%

6,9240.61Collector

January 2012 - June 2017232.691.22

Land uses are generally commercial on the east side of the roadway. The west side of the roadway is residential north of 3rd Street and industrial to the south.

Four-lane roadway with center double yellow striping and signalized intersections with crosswalks at Santa Ana Road, 4th Street/Meridian Street, and Hillcrest Road. Additional crosswalks exist at McCarthy Street and 3rd Street. Sidewalks exist on both sides, and limited on-street parking is allowed north of 3rd Street. Roadway changes direction at 4th Street/Meridian Street, with three alternating horizontal curves north of Hillcrest Road.









Roadway Geometrics

Comments








Survey Location

Segment # 20Street: McCray StreetLimits: Hillcrest Road to Park StreetDirection: N/S

N/O Gibbs Drive401333826-3568%

4,0500.36Collector

January 2012 - June 201720.680.91

Adjacent land is generall undeveloped and industrial on the east side of the roadway. A railroad line runs parallel to the roadway along the west side.

Two-lane roadway with center double yellow striping and turn pockets, with one signalized intersection with crosswalks at South Street/Hillcrest Road and one all-way stop controlled intersection with crosswalks at East Park Street. Pedestrians and on-street parking are prohibited on this segment. The segment is flat, with one curve south of South Street/Hillcrest Road. Results of attached engineering & traffic survey information support maintaining the existing 40 mph speed limit.








Roadway Geometrics

Comments








Survey Location

Segment # 21Street: Memorial DriveLimits: Hillcrest Road to Sunnyslope RoadDirection: N/S

at the Skate Park401214231-4059%

4,7320.59Arterial

January 2012 - June 2017183.241.22

Adjacent land use is generally residential on the west side of the roadway. The east side of the roadway features one school and a large park. The park includes facilities located on the west side of the roadway.

Four-lane roadway with center double yellow striping, one stop-controlled intersection with Hillcrest Road, and one signalized intersection at Sunnyslope Road. The only crosswalks are located at these intersections. Sidewalks exist on both sides, and on-street parking allowed north of Verdun Avenue. Segment is flat with two alternating horizontal curves.

Field observations and the results of the attached engineering & traffic survey information support decreasing the speed limit to 35 mph.








Roadway Geometrics

Comments








Survey Location

Segment # 22Street: Memorial DriveLimits: Meridian Street to Hillcrest RoadDirection: N/S

N/O Plum Ct.401183627-3669%

4,3860.29Arterial

January 2012 - June 201793.551.22

Adjacent land use is generally residential, with few driveways fronting Memorial Drive. This roadway segment provides access to residential side-streets.

Four-lane roadway with center double yellow striping and stop controlled intersections at Meridian Street and Hillcrest Road. The only crosswalks are located at these intersections. Sidewalks exist on both sides, and on-street parking is allowed. Segment is flat and has two alternating slight horizontal curves.









Roadway Geometrics

Comments








Survey Location

Segment # 23Street: Memorial DriveLimits: Sunnyslope Road to Sunset DriveDirection: N/S

S/O Caputo Court351032718-2785%

3,2710.28Collector

January 2012 - June 201742.190.91

Land uses are residential, with numerous driveways. This roadway segment provides access to residential side-streets to the east.

Two-lane roadway with center double yellow striping and stop controlled intersections at Sunnyslope Road, Oak Street, and Sunset Drive. The only crosswalks are located at Sunnyslope Road. Sidewalks exist on both sides, and on-street parking is allowed. Segment is generally straight and flat, with no discernible curves.









Roadway Geometrics

Comments








Survey Location

Segment # 24Street: Meridian Street

Limits: SR 25 Bypass to Memorial Drive

Direction: E/W

E/O SR 25 Bypass401064131-4069%

6,5900.37Arterial

January 2012 - June 2017173.501.22

Adjacent land use is generally residential, with one school and park on the north side. This roadway segment provides access to residential side-streets, and few driveways front Meridian Street.

Four-lane roadway with center double yellow striping, one signalized intersection at SR 25 Bypass, and one stop controlled intersection at Memorial Drive. The only crosswalks are located at these intersections. Parking is generally prohibited. Sidewalks exist on both sides, and bike lanes are provided on the south side. Segment is straight and flat, with no curves.

Results of attached engineering & traffic survey information support decreasing the speed limiit on the overall corridor from McCray Street to Clearview Drive to 30 mph. This segment is part of that 30 mph corridor.








Roadway Geometrics

Comments








Survey Location

Segment # 25Street: Meridian StreetLimits: McCray Street to SR 25 BypassDirection: E/W

E/O Vintage Way401043224-3387%

8,9990.48Arterial

January 2012 - June 2017262.991.22

Land uses are generally residential and agricultualr/undeveloped, with commercial/retail near McCray Street. This roadway segment provides access to residential side-streets, and no driveways front Meridian Street.

Four-lane roadway with center double yellow striping and painted medians with left turn pockets. Signalized intersections with crosswalks at McCray Street, Chappell Road, and SR 25 Bypass; one stop controlled intersection with crosswalks at Recht Street. Parking is generally prohibited. Sidewalks exist on the northern side and west of Recht Street on the southern side. Segment is flat and has two alternating slight horizontal curves.

Results of attached engineering & traffic survey information support decreasing the speed limit to 30 mph. This segment is part of a 30 mph corridor. Yes Recommended Speed Limit: 30 mph







Roadway Geometrics

Comments








Survey Location

Segment # 26Street: Meridian StreetLimits: Memorial Drive to Clearview DriveDirection: E/W

W/O El Toro Drive351053520-2957%

2,5960.39Arterial

January 2012 - June 201752.451.22

Adjacent land uses are generally residential and agricultural/undeveloped, with numerous driveways. This roadway segment provides access to residential side-streets.

Four-lane roadway with center double yellow striping and painted medians with left turn pockets. Stop controlled intersections at Memorial Drive and Clearview Drive. Crosswalks present at Memorial Drive only. On-street parking is permitted on the southern side and developed portions of the northern side. Continuous idewalks exist on both sides. Segment is straight and flat, with no curves.Results of attached engineering & traffic survey information support decreasing the speed limit to 30 mph. This segment is part of a 30 mph corridor.








Roadway Geometrics

Comments








Survey Location

Segment # 27Street: Nash RoadLimits: West Street to Westside BoulevardDirection: E/W

E/O Quail Run301033424-3383%

7,0880.52Arterial

January 2012 - June 2017101.360.91

Adjacent land uses are generally residential, with numerous driveways and adjacent schools. This roadway segment provides access to residential side-streets.

Two-lane roadway with center double yellow striping and on stop-controlled intersection at West Street. There are no crosswalks crossing Nash Road on this segment. Sidewalks exist on the entire northern side and on the southern side east of Line Street. On-street parking is allowed on the northern side east of Line Street and on the southern side west of Quail Run, in a wide unpaved shoulder. Segment is straight and flat, with no curves.Residential district and the results of the attached engineering & traffic survey information support decreasing the speed limit to 25 mph.








Roadway Geometrics

Comments








Survey Location

Segment # 28Street: Powell StreetLimits: Fourth Street to Nash RoadDirection: N/S

N/O Glenmore Drive251192819-2870%

2,5360.87Collector

January 2012 - June 2017173.830.91

Adjacent land uses are generally residential, with numerous driveways and adjacent parks. This roadway segment provides access to residential side-streets.

Two-lane roadway with no center striping and stop controlled intersections at 4th Street/San Juan Road, 7th Street, South Street, B Street, and Nash Road. Crosswalks are provided at 6th Street, 7th Street, and Walnut Lane. Continuous sidewalks exist on both sides, and on-street parking is generally allowed. Segment is generally straight and flat, with no discernible curves.Residential land use and the results of the attached engineering & traffic survey information support maintaining the current 25 mph speed limit.








Roadway Geometrics

Comments








Survey Location

Segment # 29Street: Locust AvenueLimits: Fourth Street to Central AvenueDirection: N/S

N/O Fremont Way25652815-2475%

4550.10Local

January 2012 - June 2017221.810.91

Adjacent land uses are residential, with numerous driveways.

Two-lane roadway with no center striping and one stop controlled intersection at 4th Street/San Juan Road. There is one crosswalk at Central Avenue. Sidewalks are provided on both sides of the roadway, and on-street parking is allowed. Segment is generally straight and flat, with no discernible incline.

Residential land use and the results of the attached engineering & traffic survey information support maintaining the current 25 mph speed limit. Speed limit not currently posted in this segment.








Roadway Geometrics

Comments








Survey Location

Segment # 30Street: Prospect AvenueLimits: South Street to Park StreetDirection: N/S

S/O Hawkins25/351053425-3464%

1,5570.38Local

January 2012 - June 201754.220.91

Adjacent land is generally undeveloped and industrial on the east side of the roadway and residential along the west side. This roadway segment provides access to residential side-streets.

Two-lane roadway with center double yellow striping and two stop controlled intersections at South Street and Park Street. Sidewalks are provided and on-street parking generally allowed only on the west side of the roadway. There are no crosswalks crossing Prospect Avenue. The segment is flat, with two alternating horizontal curbs.

Posted speed limit 25 mph north of Hawkins Street, 35 mph south of Hawkins Street. Results of attached engineering & traffic survey information support increasing the speed limit to 35 mph along the entire segment.




Speed Limit Change? Existing Speed Limit: 25/35 mph




Roadway Geometrics

Comments








Survey Location

Segment # 31Street: San Felipe Frontage RoadLimits: McCloskey Road to Fallon RoadDirection: N/S

midpoint of Street40525337-4656%

1,0971.15Collector

January 2012 - June 201720.790.91

Land uses are generally industrial and agricultural. San Felipe Road runs parallel directly to the west.

Two-lane frontage road with center double yellow striping, bicycle lanes, and stop controlled intersections at Fallon Road and McCloskey Road. Sidewalks are absent on the majority of the eastern side and all of the western side. Parking is generally prohibited. Segment is flat and generally straight, with three alternating horizontal curves at each intersection.Recent repaving and the addition of bicycle lanes are expected to attract higher bicycle volumes. Results of attached engineering & traffic survey information support maintaining the existing 40 mph speed limit.








Roadway Geometrics

Comments








Survey Location

Segment # 32Street: San Felipe RoadLimits: Fallon Road to City LimitsDirection: N/S

N/O Fallon Road551076051-6067%

7,6540.64Arterial

January 2012 - June 201730.311.02

Nearby land uses are generally industrial and agricultural. The Hollister Airport is located directly to the west of the roadway. Nearby land uses are accessed via side streets.

Four-lane divided roadway with turn pockets and paved shoulders. Within Hollister city limits, there is one signalized intersection with a crosswalk at Fallon Road. No other pedestrian or bicycle facilities are present, and parking is prohibited. This is a major route in and out of the City. Segment is generally straight and flat, with one slight horizontal curve north of Fallon Road.Results of attached engineering & traffic survey information support maintaining the existing 55 mph speed limit.








Roadway Geometrics

Comments








Survey Location

Segment # 33Street: San Felipe RoadLimits: Fallon Road to Chappell RoadDirection: N/S

Speed limit varies northbound/southbound

S/O Parkside Center Drive551026253-6247%

13,0281.36Arterial

January 2012 - June 2017260.731.02

Nearby land uses are generally industrial and agricultural. Most nearby land uses are accessed via side streets.

Four-lane divided roadway with turn pockets and paved shoulders. There are signalized intersections with crosswalks at Fallon Road and McCloskey Road. The segment lacks any other bicycle and pedestrian facilities, and on-street parking is prohibited. Segment is generally straight and flat, with no discernible curves.

Posted speed limit is 55 mph southbound and not posted northbound. Results of attached engineering & traffic survey information support maintaining the existing 55 mph speed limit. Speed limit signs should be posted nortbound.








Roadway Geometrics

Comments








Survey Location

Segment # 34Street: Fourth StreetLimits: Westside Boulevard to San Benito RiverDirection: E/W

W/O Felice Drive451064433-4274%

16,1680.93Collector

January 2012 - June 2017441.460.91

Adjacent land uses are mixed residential, commercial, industrial, and undeveloped. Residential uses are generally accessed via side streets.

Two-lane roadway with two-way left turn lanes and left turn pockets. Three signalized intersections with crosswalks, at Graf Road, Miller Road, and Westside Boulevard. Continuous sidewalks on the north side and intermittent sidewalks on the south side of the roadway east of Miller Road. Eastbound bike lanes begin at Miller road. On-street parking is generally prohibited. Segment has one horizontal and verticle curve west of Graff Street.









Roadway Geometrics

Comments








Survey Location

Segment # 35Street: Santa Ana RoadLimits: San Felipe Road to Chappell RoadDirection: E/W

E/O Alvarado Street252063124-3392%

4,6250.29Collector

January 2012 - June 2017134.830.91

Adjacent land use is generally residential, with numerous driveways and some commercial near San Felipe Road. This roadway segment provides access to residential side-streets to the south.

Two-lane roadway with center striping, two signalized intersections with crosswalks at San Felipe Road and Rustic Street, and one stop controlled intersection with a crosswalk at North Chappell Road. Sidewalks are present on the southern side along the whole segment, and on the majority of the northern side. Street parking is generally permitted. Segment is straight and flat, with no curves.Results of attached engineering & traffic survey information support maintaining the existing 25 mph speed limit.








Roadway Geometrics

Comments








Survey Location

Segment # 36Street: Santa Ana RoadLimits: Chappell Road to City Limits (E.D. School)Direction: E/W

W/O LeBaig Drive402074032-4183%

7,9010.38Collector

January 2012 - June 2017162.660.91

Adjacent land use is generally residential on the south side of the roadway and agricultural/undeveloped on the north side. This roadway segment provides access to residential side-streets to the south.

Two-lane roadway with center double yellow striping, one stop controlled intersection with a crosswalk at North Chappell Road, and one signalized intersection with crosswalks at SR 25 Bypass. Sidewalks are present on most of the south side of the roadway and absent on the north side of the roadway. On-street parking is prohibited between Falcon Way and La Baige Drive. Segment is generally straight and flat, with no discernible curves.









Roadway Geometrics

Comments








Survey Location

Segment # 37Street: Seventh StreetLimits: Line Street to Monterey StreetDirection: E/W

W/O Powell Street301172921-3084%

1,0460.49Collector

January 2012 - June 201765.800.91

Land uses are generally residential, with numerous driveways. Segment includes a school, a church, and a park.

Two-lane roadway with center double yellow striping and stop controlled intersections at Line Street, College Street, Powell Street, West Street, and Monterey. Crosswalks are present at Line Street, College Street, and Powell Street. Sidewalks are intermittent east of College Street and present on both sides west of College Street. On-street parking is generally allowed. Segment is straight and flat, with no curves.









Roadway Geometrics

Comments








Survey Location

Segment # 38Street: Sunnyslope RoadLimits: SR 25 to Memorial DriveDirection: E/W

W/O Versailles Drive352004031-4082%

12,8420.35Arterial

January 2012 - June 2017202.211.02

Adjacent land uses are residential, commercial, and agricultural/undeveloped. This roadway segment provides access to residential side-streets. Residential driveways primarily front side streets.

Four-lane roadway with bike lanes, center double yellow striping, and turn pockets. Signalized intersections with crosswalks at SR 25 Bypass and Memorial Drive. Sidewalks are present on both sides, and on-street parking is generally prohibited. Segment is generally straight, with one slight vertical curve.









Roadway Geometrics

Comments








Survey Location

Segment # 39Street: Sunnyslope RoadLimits: Memorial Drive to El Toro DriveDirection: E/W

E/O Memorial Drive352083931-4089%

12,0010.15Arterial

January 2012 - June 201761.621.22

Adjacent land uses are residential on the south side of the roadway and a school on the north side.

Four-lane roadway with center double yellow striping and one signalized intersection with crosswalks at Memorial Drive. Sidewalks are present on both sides. On-street parking is permitted on the south side of the roadway, while the north side of the roadway is primarily a passenger drop-off zone for the adjacent school. Segment is generally straight, with a slight incline.Results of attached engineering & traffic survey information support maintaining the existing 35 mph speed limit.








Roadway Geometrics

Comments








Survey Location

Segment # 40Street: Sunnyslope RoadLimits: Valley View Road to Beverly Direction: E/W

E/O Clearview402094231-4065%

7,7490.74Arterial

January 2012 - June 2017242.090.91

Adjacent land uses are primarily residential and undeveloped This roadway segment provides access to residential side-streets.

Two-lane roadway with center double yellow striping and one stop controlled intersection at Valley View Road. Sidewalks are intermittent on both sides of the roadway. On-street parking is generally prohibited. The segment features both horizontal and vertical curves. A reduced 35 mph speed limit is posted for the compound curve around Dry Creek Road.









Roadway Geometrics

Comments








Survey Location

Segment # 41Street: Sunnyslope Road

Limits: Beverly Drive to Fairview Road

Direction: E/W

E/O Beverly Drive402064537-4673%

5,6660.24Arterial

January 2012 - June 201710.370.91

Land use is generally residential, with one church.

Broad two-lane roadway with two-way left turn lane and left turn pockets and one signalized intersection with crosswalks at Fairview Road. Sidewalks are present on the north side of the roadway and the western half of the south side of the roadway. On-street parking is prohibited. Segment is generally straight, with two alternating vertical curves.









Roadway Geometrics

Comments








Survey Location

Segment # 42Street: Sunset DriveLimits: SR 25 to Memorial DriveDirection: E/W

at Hazel Hawkins Hospital252133426-3586%

7,1020.20Collector

January 2012 - June 2017103.600.91

Adjacent land uses on this segment are generally medical, with Hazel Hawkins Memorial Hospital located along the south side of the roadway.

Broad two-lane roadway with center striping, one signalized intersection at SR 25, and one stop controlled intersection at Memorial Drive. Crosswalks are present at Memorial Drive and midblock at the hospital driveway with in-pavement warning lights. There are no crosswalks at SR 25. Sidewalks are present on both sides, and on-street parking is generally permitted. Segment has one horizontal curve and two alternating vertical curves.

This segment experiences a high accident rate and a high proportion of collisions involving pedestrians, and is considered unsafe. Results of attached engineering & traffic survey information support maintaining the existing 25 mph speed limit.








Roadway Geometrics

Comments








Survey Location

Segment # 43Street: Sunset DriveLimits: Airline Highway to Southside RoadDirection: N/S

N/O Ruger Court351153826-3588%

1,9110.39Collector

January 2012 - June 2017128.100.91

Adjacent land uses are generally residential, with some commercial near Airline Highway. This roadway segment provides access to residential side-streets.

Four-lane roadway with painted medians, left turn pockets, and bicycle lanes. There is one signalized intersection at Airline Highway and one stop controlled intersection with crosswalks at Southside Road. Sidewalks are present on both sides of the roadway, and on-street parking is restricted. Segment is inclined, with one horizontal curve.









Roadway Geometrics

Comments








Survey Location

Segment # 44Street: Union RoadLimits: Glenview Drive to Calistoga DriveDirection: E/W

E/O Glenview Drive35744132-4176%

2,5020.28Collector

January 2012 - June 201732.140.91

Adjacent land use is generally residential, with one school north of the roadway and a subdivision under construction north of the roadway. This roadway segment provides access to residential side-streets to the south between Cerra Vista Drive and Calistoga Drive.

Two-lane roadway with double yellow center striping, left turn pockets, and bicycle lanes west of Cerra Vista Drive. There are two stop controlled intersections with crosswalks at Cera Vista Drive and Calistoga Drive. Sidewalks are present on the entire north side of the segment and on the south side of the segment west of Cerra Vista Drive. Segment is generally flat with a steady incline.Results of attached engineering & traffic survey information support maintaining the existing 35 mph speed limit.








Roadway Geometrics

Comments








Survey Location

Segment # 45Street: Union RoadLimits: Airline Highway to Glenview DriveDirection: E/W

E/O Fairhaven Drive351524030-3980%

3,9050.41Collector

January 2012 - June 201710.310.91

Adjacent land use is residential. This roadway segment provides access to residential side-streets.

Two-lane roadway with painted medians, left turn pockets, and bicycle lanes. There is one stop controlled intersection with crosswalks at Valley View Road and one signalized intersection with crosswalks at Airline Highway. Sidewalks are present on both sides of the roadway, and parking is prohibited. Segment is has a generally steady incline with one vertical curve, and three alternating horizontal curves.Results of attached engineering & traffic survey information support maintaining the existing 35 mph speed limit.








Roadway Geometrics

Comments








Survey Location

Segment # 46Street: Valley View RoadLimits: Sunnyslope Road to Hilltop RoadDirection: N/S

S/O Cedar Street351324031-4067%

2,2680.60Collector

January 2012 - June 201772.250.91

Adjacent land use is generally residential, with a large undeveloped portion on the west side south of Crescent Lane. This roadway segment provides access to residential side-streets, and most homes have driveways fronting Valley View Road.

Two-lane roadway with center double yellow striping and one stop controlled intersection with a crosswalk at Sunset Drive and Sunnyslope Road. Sidewalks are intermittent on both sides. On-street parking is generally permitted. Segment is generally straight and flat, with no discernible curves.









Roadway Geometrics

Comments








Survey Location

Segment # 47Street: Valley View RoadLimits: Union Road to Hilltop RoadDirection: N/S

S/O Crestview Drive352003324-3375%

2,3370.19Collector

January 2012 - June 201722.300.91

Adjacent land use is residential, with the west side of the roadway currently undeveloped. This roadway segment provides access to residential side-streets to the east.

Two-lane roadway with center double yellow striping and on-street parking allowed. North of Crestview Road, road is narrower and has unpaved shoulders. Sidewalks and on-street parking are intermittent. Segment is generally flat with one horizontal curve.









Roadway Geometrics

Comments








Survey Location

Segment # 48Street: Westside BoulevardLimits: Fourth Street to Central AvenueDirection: N/S


3,2370.09Collector

January 2012 - June 201711.630.91

Adjacent land uses on this one-block segment are residential and largely undeveloped, zoned for commercial and mixed use.

Two-lane roadway with painted median and bicycle lanes. Sidewalks are present on both sides, but on-street parking is permitted on the east side only. Segment is straight and flat, with no curves.















Roadway Geometrics

Comments


Survey Location

Segment # 49Street: Westside BoulevardLimits: Nash Road to South StreetDirection: N/S

S/O Apricot352263728-3779%

3,8950.87Collector

January 2012 - June 201750.730.91

Adjacent land use is generally residential, with some undeveloped. This roadway segment provides access to residential side-streets and features very few driveways.

Two-lane roadway with center double yellow striping, and intermittent bicycle lanes. There are stop controlled intersections at South Street, Steinbeck Drive, Apricot Lane, C Street, and Nash. Sidewalks are present at South Street, Steinbeck Drive, and Apricot Lane. There are continuous sidewalks and intermittent on-street parking allowed. Segment is flat, with two alternating horizontal curves.Results of attached engineering & traffic survey information support maintaining the existing 35 mph speed limit.














Roadway Geometrics

Comments


Survey Location

Segment # 50Street: Westside BoulevardLimits: South Street to Fourth StreetDirection: N/S

N/O Jan Avenue352073628-3783%

7,0970.28Collector

January 2012 - June 201740.990.91

Adjacent land use is generally residential or undeveloped. This roadway segment provides access to residential side-streets, and few driveways front this roadway.

Two-lane roadway with center double yellow striping, intermittent bicycle lanes, and stop controlled intersections with crosswalks at San Juan Road and South Street. Sidewalks are continuous on the west side of the roadway and intermittent on the east side. Intermittent on-street parking allowed. Segment is flat, with two alternating horizontal curves. Pavement width varies significantly between parcels on this segment.















Roadway Geometrics

Comments


Survey Location

Segment # 51Street: Westside BoulevardLimits: Buena Vista Road to Central AvenueDirection: N/S

S/O Jill Ct.352033729-3880%

3,0400.21Collector

January 2012 - June 201710.770.91

Adjacent land use is residential, with numerous driveways. This roadway segment provides access to residential side-streets.

Two-lane roadway with center double yellow striping, bicycle lanes, and one signalized intersection with crosswalks at Buena Vista Road. Sidewalks are present on both sides, and on-street parking is generally permitted. Segment is flat, with two alternating horizontal curves.















Roadway Geometrics

Comments


Survey Location

Segment # 52Street: Southside RoadLimits: Ladd Lane to E/O Carousel Direction: E/W

W/O Sunset Drive402003525-3479%

2,6280.35Collector

January 2012 - June 201710.540.91

Adjacent land uses are residential on the north side of the roadway and agricultural/undeveloped with a school on the south side. This roadway segment provides access to residential side-streets.

Two-lane roadway with center double yellow striping, bicycle lanes, and three stop controlled intersections at Ladd Lane, Sunset Drive, and Carousel Drive. Crosswalks are provided at Ladd Lane and Sunset Drive. Sidewalks are continuous on the north side of the roadway and on the south side of the roadway west of Sunset Drive. Parking is generally permitted. Segment is straight and flat, with no curves.Results of attached engineering & traffic survey information support decreasing the speed limit to 35 mph.














Roadway Geometrics

Comments


Survey Location

Segment # 53Street: Southside RoadLimits: San Benito Street to Ladd Lane Direction: E/W

E/O Nora DriveNA2003927-3670%

2,3420.43Collector

January 2012 - June 201710.501.22

Adjacent land uses are residential. This roadway segment provides access to residential side-streets.

Four-lane roadway with center double yellow striping, bicycle lanes, and three stop controlled intersections with crosswalks at San Benito Street, Nora Drive, and Ladd Lane. Sidewalks are continuous on both sides, and parking is prohibited. The segment is flat with one horizontal curve.

This is a new roadway with no posted speed. Results of attached engineering & traffic survey information support establishing a speed limit of 35 mph, consistent with the road segment immediately to the east.

NA Recommended Speed Limit: 35 mph









Speed Limit Change? Existing Speed Limit: NA




Roadway Geometrics

Comments


Survey Location

Segment # 54Street: Cienega RoadLimits: California Street to Promise WayDirection: N/S

S/O Nevada Street251313524-3376%

8700.31Collector

January 2012 - June 201700.000.91

Adjacent land uses are residential on the east side of the roadway and generally agricultural/undeveloped with a church on the west side. This roadway segment provides access to residential side-streets and has numerous driveways.

Two-lane roadway with striped centerline and stop control at Eastview Drive and Promise Way. On-street parking is allowed. Sidewalks are intermittent along segment length. Segment is generally straight and flat, with no discernible curves.

Residential district supports maintaining the existing 25 mph speed limit. This segment crosses jurisdictional boundaries.

Recommended Speed Limit: 25 mph













Roadway Geometrics

Comments


Survey Location

Segment # 55Street: San Felipe RoadLimits: SR 25 Bypass to Santa Ana RoadDirection: N/SNote: Speed limit changes 300 ft. north of Santa Ana Road.

N/O Maple Street25/402122920-2992%

20,8570.59Arterial

January 2012 - June 2017401.621.02

Land use is generally commercial, including multiple automobile dealerships.

Four-lane divided roadway with bicycle lanes and two signalized intersections with crosswalks at SR 25 Bypass and Santa Ana Road. Sidewalks are present on both sides of the roadway south of Flora Avenue and intermittent to the north. On-street parking is allowed on portions of the west side of the roadway. Segment is straight and flat.

This segment has two posted speed limits: 25 mph for the 350 feet immediately north of Santa Ana Road and 40 mph for the remainder of the segment to the north. Results of attached engineering & traffic survey information support decreasing the speed limit in the northern portion to 35 mph.

Yes Recommended Speed Limit: 25/35 mph









Speed Limit Change? Existing Speed Limit: 25/40 mph




Roadway Geometrics

Comments


Survey Location

Segment # 56Street: San Benito StreetLimits: Santa Ana Road to South StreetDirection: N/S

N/O 5th Street252072315-2495%

12,1980.57Arterial

January 2012 - June 2017523.701.22

Land uses are downtown mixed use, primarily commercial. This segment includes Gavilan College.

Generally four-lane roadway with center striping. South of 4th Street/San Juan Road, narrows to two lanes with painted medians and frequent left turn pockets. Crosswalks at all intersections from 3rd Street south, as well as several mid-block crossings. Intersections with Santa Ana Road, 3rd-5th Streets, and South Street are signalized. Continuous sidewalks south of 1st Street, and on-street parking is intermittent. Segment is straight and flat.

Business district and the results of the attached engineering & traffic survey information support maintaining the current 25 mph speed limit.














Roadway Geometrics

Comments


Survey Location

Segment # 57Street: San Benito StreetLimits: South Street to Nash RoadDirection: N/S

N/O Haydon Steet302093627-3682%

10,7930.59Arterial

January 2012 - June 2017483.740.91

Adjacent land uses are generally residential with numerous driveways south of Hawkins Street and commercial close to South Street.

Two-lane roadway with center striping and signalized intersections with crosswalks at South Street, and Nash Road. Crosswalks are also present at Hawkins Street. Continuous sidewalks are present on both sides, and parking is permitted along the majority of the segment. Segment is straight and flat.















Roadway Geometrics

Comments


Survey Location

Segment # 58Street: San Benito StreetLimits: Nash Road to Promise WayDirection: N/S

N/O Baler Alley302074635-4460%

7,2070.55Collector

January 2012 - June 201740.500.91

Land use is generally residential and agricultural. San Benito High School is adjacent to the west side of the roadway along the northern third of the segment.

Two-lane roadway with center double yellow striping and bicycle lanes. The intersection at Nash Road is signalized with crosswalks. Sidewalks are provided on the west side of the roadway, and parking is prohibited on both sides, near the high school only. However, the unpaved shoulder on the east side of the roadway opposite the high school is used as perpendicular parking for some students. Segment is flat with one horizontal curve.Marked school zone, but student street parking and jaywalking may be an additional safety hazard. Results of attached engineering & traffic survey information support maintaining the current 30 mph speed limit on the overall San Benito Street coridor south of Hillcrest Road. This segment is part of that 30 mph corridor and crosses jurisdictional boundaries. No Recommended Speed Limit: 30 mph







Roadway Geometrics

Comments








Survey Location

Segment # 59Street: San Benito StreetLimits: Promise Way to South Side Direction: N/S


7,4110.14Collector

January 2012 - June 201700.000.91

Land use is residential on the east side of the roadway, with a church on the west side of the roadway.

Two-lane roadway with center double yellow striping and bicycle lanes. There are no controlled intersections or crosswalks. Sidewalks are present on the east side of the roadway only. Segment is straight and flat.

Results of attached engineering & traffic survey information support maintaining the current 30 mph speed limit on the overall San Benito Street coridor south of Hillcrest Road. This segment is part of that 30 mph corridor and crosses jurisdictional boundaries.








Roadway Geometrics

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Survey Location

Segment # 60Street: Nash Road/Tres Pinos RoadLimits: San Benito Street to SR 25Direction: E/W

E/O Cushman Street302223627-3682%

17,4100.64Collector

January 2012 - June 2017452.010.91

Land uses are generally residential with numerous driveways west of Cushman Avenue and commercial to the east. This roadway segment provides access to residential side-streets.

Two-lane roadway with two-way left turn lane and left turn pockets and three signalized intersections with crosswalks at SR 25, Ladd Lane, and San Benito Street. Crosswalks also cross Nash Road/Tres Pinos Road at Cushman Street. Sidewalks are continuous on both sides, and parking is prohibited. Segment is straight and flat.

Results of attached engineering & traffic survey information support maintaining the existing 30 mph speed limit west of Cushman Street and increasing the speed limit to 35 mph east of Cushman Street.

Yes Recommended Speed Limit: 30/35 mph







Roadway Geometrics

Comments








Survey Location


Appendix | B

APPENDIX B

SPEED SURVEY DATA COLLECTION FORMS

Spot Speed StudyPrepared by: National Data & Surveying Services

Northbound & Southbound

DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry

Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25 2

26 3

27 4

28 4

29 9

30 9

31 14

32 8

33 8

34 7

35 8

36 7

37 5

38 5

39 1

40 3

41 10

42 1

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in

Pace % / # Below Pace % / # Above Pace

ALL 108 25 - 42 33 mph 38 mph 29 - 38 80 74% 12% / 13 14% / 15

SPEED PARAMETERS

Beverly Dr S/O Glarner St

City of Hollister

Northbound & Southbound Spot Speeds

09:30-10:31

10/19/2017

Project #: 17-7844-001

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #1


Eastbound & Westbound

DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25 1

26

27 3

28 3

29 10

30 11

31 8

32 11

33 11

34 4

35 5

36 7

37 11

38 3

39 5

40 5

41 2

42 4

43 2

44 1

45 2

46 2

47 2

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 113 25 - 47 33 mph 40 mph 28 - 37 81 72% 3% / 4 25% / 28

SPEED PARAMETERS

Buena Vista Rd E/O Calaveras School

City of Hollister

Eastbound & Westbound Spot Speeds

14:50-15:30

10/19/2017

Project #: 17-7844-002

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #2



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25 1

26 2

27 1

28 2

29 14

30 10

31 8

32 3

33 11

34 6

35 14

36 12

37 8

38 9

39 8

40 4

41 10

42 7

43 7

44 6

45 3

46 2

47 1

48 3

49 1

50

51 1

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 154 25 - 51 36 mph 43 mph 29 - 38 95 62% 3% / 6 35% / 53

SPEED PARAMETERS

Buena Vista Rd E/O Carnoble Dr

City of Hollister


11:10-12:10

10/20/2017

Project #: 17-7844-003

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #3



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25 1

26

27

28 1

29

30 8

31 7

32 9

33 18

34 18

35 12

36 8

37 9

38 10

39 7

40 8

41 12

42 4

43 5

44 6

45 1

46 8

47 2

48 3

49 2

50 1

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 160 25 - 50 36 mph 43 mph 32 - 41 111 69% 10% / 17 20% / 32

SPEED PARAMETERS

Buena Vista Rd W/O Ranchito Dr

City of Hollister


10:05-11:05

10/20/2017

Project #: 17-7844-004

0 5 10 15 20

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #4



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23 2

24 6

25 7

26 9

27 9

28 13

29 8

30 18

31 12

32 8

33 15

34 8

35 3

36 2

37 1

38 2

39 4

40 1

41 1

42 1

43

44 2

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 132 23 - 44 30 mph 34 mph 25 - 34 107 81% 6% / 8 13% / 17

SPEED PARAMETERS

Chappell Rd S/O Primavera Dr

City of Hollister


12:30-13:30

10/20/2017

Project #: 17-7844-005

0 5 10 15 20

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #5



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12 5

13 8

14 8

15 10

16 7

17 9

18 11

19 2

20 6

21 2

22 6

23

24 1

25 2

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 77 12 - 25 17 mph 20 mph 13 - 22 69 90% 6% / 5 4% / 3

SPEED PARAMETERS

Chappell Rd Bet. Line San Felipe Rd & City Limits

City of Hollister


12:45-14:45

10/25/2017

Project #: 17-7844-006

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #6



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19 1

20

21 3

22 5

23 3

24 3

25 11

26 5

27 11

28 9

29 10

30 6

31 7

32 5

33 1

34 6

35 3

36 3

37 1

38 4

39 3

40 1

41

42 1

43 1

44

45 2

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 105 19 - 45 29 mph 36 mph 25 - 34 71 68% 14% / 15 19% / 19

SPEED PARAMETERS

Cienega Rd N/O Henry St

City of Hollister


10:40-12:25

10/19/2017

Project #: 17-7844-007

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #7



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23 1

24

25

26

27

28 1

29

30

31 4

32 5

33 3

34 1

35 11

36 9

37 23

38 14

39 13

40 26

41 11

42 27

43 11

44 19

45 12

46 9

47 4

48 6

49 4

50 2

51 5

52 2

53 2

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 225 23 - 53 41 mph 46 mph 36 - 45 165 73% 11% / 26 16% / 34

SPEED PARAMETERS

Fallon Rd W/O Bert Dr

City of Hollister


14:00-15:00

10/20/2017

Project #: 17-7844-008

0 5 10 15 20 25 30

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #8



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25 1

26 6

27 10

28 10

29 16

30 15

31 20

32 28

33 20

34 18

35 15

36 16

37 13

38 10

39 2

40 5

41 2

42 2

43 2

44

45

46 1

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 212 25 - 46 32 mph 37 mph 28 - 37 171 81% 8% / 17 12% / 24

SPEED PARAMETERS

4th St W/O College St

City of Hollister


09:30-10:00

10/20/2017

Project #: 17-7844-009

0 5 10 15 20 25 30

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #9



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25 2

26 5

27 4

28 5

29 10

30 12

31 9

32 6

33 9

34 9

35 12

36 13

37 12

38 7

39 5

40 3

41 6

42 2

43 2

44 1

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 134 25 - 44 34 mph 38 mph 29 - 38 99 74% 11% / 16 15% / 19

SPEED PARAMETERS

Hillcrest Rd W/O Industrial Dr

City of Hollister

Westbound Spot Speeds

12:33-13:05

10/19/2017

Project #: 17-7844-010

0 2 4 6 8 10 12 14

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #10



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27 1

28 2

29 2

30

31 2

32 1

33 6

34 11

35 12

36 10

37 26

38 20

39 26

40 25

41 10

42 11

43 11

44 15

45 14

46 8

47 4

48 1

49 1

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 219 27 - 49 39 mph 44 mph 36 - 45 168 77% 16% / 37 7% / 14

SPEED PARAMETERS

Hillcrest Rd E/O Joe Borovich Dr

City of Hollister


13:07-13:35

10/19/2017

Project #: 17-7844-011

0 5 10 15 20 25 30

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #11



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26 1

27 1

28 3

29 2

30 2

31 5

32 10

33 11

34 17

35 18

36 19

37 23

38 18

39 17

40 17

41 12

42 12

43 6

44 9

45 1

46 7

47 4

48 2

49 2

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 219 26 - 49 37 mph 42 mph 33 - 42 164 75% 10% / 24 15% / 31

SPEED PARAMETERS

Hillcrest Rd Bet. Memorial Dr & Busby Ct

City of Hollister


13:40-14:25

10/19/2017

Project #: 17-7844-012

0 5 10 15 20 25

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #12



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34 1

35 3

36 2

37 6

38 5

39 3

40 6

41 5

42 10

43 10

44 8

45 10

46 9

47 10

48 7

49 3

50 4

51 5

52 3

53 1

54

55 3

56 1

57

58 1

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 116 34 - 58 44 mph 50 mph 39 - 48 78 67% 14% / 17 19% / 21

SPEED PARAMETERS

Hillcrest Rd W/O Beverly Dr

City of Hollister


14:55-15:30

10/25/2017

Project #: 17-7844-013

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #13



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 3

31 2

32 5

33 2

34 4

35 5

36 7

37 9

38 9

39 7

40 17

41 4

42 6

43 7

44 2

45 7

46 1

47 2

48 1

49 2

50

51

52

53 1

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 103 30 - 53 39 mph 44 mph 34 - 43 75 73% 11% / 12 16% / 16

SPEED PARAMETERS

Ladd Ln N/O Talbot Dr

City of Hollister


12:40-14:13

10/17/2017

Project #: 17-7844-014

0 5 10 15 20

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #14



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16 1

17 1

18

19 1

20 5

21 3

22 12

23 7

24 7

25 10

26 13

27 12

28 5

29 6

30 5

31 7

32 3

33 3

34 2

35 2

36 1

37 1

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 107 16 - 37 26 mph 31 mph 22 - 31 84 79% 10% / 11 12% / 12

SPEED PARAMETERS

Line St S/O South St

City of Hollister


09:30-11:07

10/17/2017

Project #: 17-7844-015

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #15



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18 1

19

20 11

21 4

22 5

23 6

24 12

25 10

26 4

27 8

28 16

29 9

30 10

31 4

32 5

33 4

34 2

35 2

36 2

37 1

38 1

39

40 1

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 118 18 - 40 27 mph 32 mph 20 - 29 85 72% 0% / 1 28% / 32

SPEED PARAMETERS

Line St S/O Steinbeck Dr

City of Hollister


11:10-12:30

10/17/2017

Project #: 17-7844-016

0 5 10 15 20

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #16



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15 3

16 12

17 19

18 32

19 36

20 31

21 20

22 15

23 7

24 8

25 8

26 2

27 3

28 4

29

30 2

31 1

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 203 15 - 31 19 mph 23 mph 16 - 25 188 93% 1% / 3 6% / 12

SPEED PARAMETERS

Locust Ave E/O W. Second St

City of Hollister


09:00-10:10

10/26/2017

Project #: 17-7844-017

0 5 10 15 20 25 30 35 40

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #17



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32 1

33 1

34

35 3

36 1

37 2

38 4

39 3

40 4

41 10

42 7

43 11

44 10

45 9

46 16

47 20

48 16

49 7

50 14

51 8

52 11

53 12

54 11

55 12

56 5

57 4

58 3

59 2

60 2

61

62 2

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 211 32 - 62 48 mph 54 mph 46 - 55 127 60% 31% / 66 9% / 18

SPEED PARAMETERS

McCloskey Rd E/O Community Pkwy

City of Hollister


14:05-15:15

10/30/2017

Project #: 17-7844-018

0 5 10 15 20 25

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #18



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18 1

19

20

21

22 5

23 2

24

25 4

26 8

27 7

28 19

29 13

30 7

31 13

32 14

33 8

34 12

35 22

36 15

37 11

38 13

39 6

40 3

41 5

42 4

43 3

44 2

45 1

46

47 2

48 2

49 1

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 203 18 - 49 34 mph 38 mph 28 - 37 134 66% 13% / 27 21% / 42

SPEED PARAMETERS

McCray St S/O Meridian St

City of Hollister


09:38-11:00

10/18/2017

Project #: 17-7844-019

0 5 10 15 20 25

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #19



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22 1

23 3

24 3

25 1

26 4

27 12

28 4

29 10

30 16

31 10

32 5

33 9

34 11

35 9

36 3

37 12

38 4

39 6

40 2

41 1

42 2

43 1

44

45 2

46 1

47

48 1

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 133 22 - 48 32 mph 38 mph 26 - 35 90 68% 6% / 8 27% / 35

SPEED PARAMETERS

McCray St N/O Gibbs Dr

City of Hollister


11:14-11:55

10/18/2017

Project #: 17-7844-020

0 5 10 15 20

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #20



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26 1

27 6

28 4

29 5

30 7

31 7

32 8

33 3

34 7

35 5

36 7

37 6

38 8

39 9

40 11

41 7

42 3

43 5

44 4

45 2

46 1

47 2

48 2

49

50

51 1

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 121 26 - 51 37 mph 42 mph 31 - 40 71 59% 19% / 23 23% / 27

SPEED PARAMETERS

Memorial Dr & Skate Park

City of Hollister


12:05-12:50

10/18/2017

Project #: 17-7844-021

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #21



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21 1

22 2

23 5

24 5

25 4

26 4

27 8

28 6

29 11

30 11

31 13

32 5

33 10

34 5

35 8

36 5

37 3

38 3

39 3

40 1

41 2

42 1

43 1

44

45 1

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 118 21 - 45 31 mph 36 mph 27 - 36 82 69% 17% / 21 13% / 15

SPEED PARAMETERS

Memorial Dr N/O Plum Ct

City of Hollister


13:30-14:08

10/18/2017

Project #: 17-7844-022

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #22



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18 4

19 4

20 15

21 11

22 10

23 18

24 5

25 8

26 6

27 7

28

29 2

30

31 5

32 3

33 1

34

35 2

36

37 1

38

39 1

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 103 18 - 39 23 mph 27 mph 18 - 27 88 85% 0% / 0 15% / 15

SPEED PARAMETERS

Memorial Dr S/O Caputo Ct

City of Hollister


14:15-15:05

10/18/2017

Project #: 17-7844-023

0 5 10 15 20

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #23



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24 2

25

26 1

27 2

28 2

29 3

30 7

31 7

32 5

33 4

34 9

35 9

36 4

37 7

38 11

39 5

40 12

41 3

42 5

43 1

44 2

45 2

46

47 2

48 1

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 106 24 - 48 36 mph 41 mph 31 - 40 73 69% 16% / 17 16% / 16

SPEED PARAMETERS

Meridian St E/O Hwy 25 Bypass

City of Hollister


09:30-10:05

10/20/2017

Project #: 17-7844-024

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #24



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20 1

21

22 2

23 2

24 5

25 10

26 12

27 11

28 9

29 10

30 11

31 8

32 9

33 5

34 5

35 2

36 2

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 104 20 - 36 28 mph 32 mph 24 - 33 90 87% 4% / 5 9% / 9

SPEED PARAMETERS

Meridian St E/O Vintage Way

City of Hollister


10:15-10:45

10/20/2017

Project #: 17-7844-025

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #25



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19 1

20 7

21 10

22 5

23 6

24 5

25 5

26 5

27 2

28 7

29 8

30 7

31 4

32 5

33 7

34 3

35 5

36 2

37 6

38

39 1

40 1

41 2

42

43

44 1

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 105 19 - 44 28 mph 35 mph 20 - 29 60 57% 0% / 1 42% / 44

SPEED PARAMETERS

Meridian St W/O El Toro Dr

City of Hollister


11:45-12:45

10/20/2017

Project #: 17-7844-026

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #26



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21 1

22

23

24 3

25 7

26 9

27 11

28 8

29 12

30 12

31 12

32 7

33 5

34 3

35 3

36 3

37 3

38 1

39 1

40 1

41

42 1

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 103 21 - 42 30 mph 34 mph 24 - 33 86 83% 0% / 1 16% / 16

SPEED PARAMETERS

Nash Rd E/O Quail Run

City of Hollister


11:15-11:30

10/20/2017

Project #: 17-7844-027

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #27



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12 1

13

14 2

15 4

16 6

17 3

18 5

19 5

20 7

21 13

22 8

23 14

24 7

25 6

26 7

27 9

28 7

29 3

30 6

31 3

32 2

33 1

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 119 12 - 33 23 mph 28 mph 19 - 28 83 70% 17% / 21 13% / 15

SPEED PARAMETERS

Powell St N/O Glenmore Dr

City of Hollister


14:00-14:25

10/19/2017

Project #: 17-7844-028

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #28



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14 1

15 4

16 10

17 3

18 6

19 6

20 5

21 4

22 2

23 3

24 5

25 1

26

27 1

28 6

29 2

30 4

31 1

32

33

34

35 1

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 65 14 - 35 20 mph 28 mph 15 - 24 49 75% 1% / 1 24% / 15

SPEED PARAMETERS

Powell St N/O Fremont Way

City of Hollister


12:45-14:45

10/31/2017

Project #: 17-7844-029

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #29



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16 1

17

18 1

19 2

20 6

21 3

22 2

23 4

24 4

25 4

26 12

27 8

28 4

29 6

30 9

31 8

32 6

33 5

34 5

35 4

36 5

37 3

38 2

39 1

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 105 16 - 39 29 mph 34 mph 25 - 34 67 64% 21% / 23 15% / 15

SPEED PARAMETERS

Prospect Ave S/O Hawkins St

City of Hollister


12:50-13:45

10/20/2017

Project #: 17-7844-030

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #30



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25 1

26

27

28

29

30 1

31

32

33 1

34 1

35 2

36 1

37 2

38 3

39

40 3

41 4

42 3

43 4

44 4

45 2

46 4

47 2

48

49 3

50

51 1

52 2

53 2

54 2

55

56 2

57 1

58

59 1

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 52 25 - 59 43 mph 53 mph 37 - 46 29 56% 13% / 7 31% / 16

SPEED PARAMETERS

San Felipe Frontage Rd Bet. McCloskey Rd & Fallon Rd

City of Hollister

Northbound Spot Speeds

10:21-12:07

1/16/2018

Project #: 18-8028-001

0 2 4 6

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #31



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39 1

40

41 1

42 1

43

44 2

45 1

46 3

47 2

48 4

49 6

50 2

51 6

52 5

53 12

54 8

55 12

56 3

57 6

58 7

59 6

60 7

61 4

62 2

63 1

64 1

65

66 4

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 107 39 - 66 54 mph 60 mph 51 - 60 72 67% 21% / 23 12% / 12

SPEED PARAMETERS

San Felipe Rd N/O Fallon Rd

City of Hollister


10:20-11:00

10/19/2017

Project #: 17-7844-032

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #32



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38 2

39 1

40 2

41 1

42 3

43 2

44 2

45 4

46 7

47 3

48 2

49 4

50 6

51 1

52 1

53 5

54 3

55 3

56 9

57 7

58 1

59 6

60 4

61 4

62 6

63

64 1

65 6

66 3

67 1

68 2

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 102 38 - 68 55 mph 62 mph 53 - 62 48 47% 40% / 41 13% / 13

SPEED PARAMETERS

San Felipe Rd S/O Park Center Dr

City of Hollister


11:05-11:40

10/19/2017

Project #: 17-7844-033

0 5 10

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #33



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29 1

30 1

31 2

32 2

33 6

34 6

35 5

36 9

37 5

38 9

39 12

40 9

41 8

42 9

43 5

44 2

45 2

46 3

47 3

48 2

49 2

50 1

51

52 1

53 1

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 106 29 - 53 39 mph 44 mph 33 - 42 78 74% 5% / 6 21% / 22

SPEED PARAMETERS

4th St W/O Felice Dr

City of Hollister


09:30-10:05

10/19/2017

Project #: 17-7844-034

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #34



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22 4

23 5

24 12

25 27

26 31

27 31

28 30

29 15

30 16

31 13

32 8

33 6

34 3

35 2

36

37 2

38

39 1

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 206 22 - 39 27 mph 31 mph 24 - 33 189 92% 4% / 9 4% / 8

SPEED PARAMETERS

Santa Ana Rd E/O Alvarado St

City of Hollister


09:40-10:20

10/27/2017

Project #: 17-7844-035

0 5 10 15 20 25 30 35

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #35



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27 2

28 2

29 2

30 5

31 8

32 14

33 18

34 22

35 23

36 20

37 19

38 22

39 17

40 7

41 9

42 3

43 2

44 6

45 1

46 2

47 3

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 207 27 - 47 36 mph 40 mph 32 - 41 171 83% 9% / 19 9% / 17

SPEED PARAMETERS

Santa Ana Rd W/O LeBaig Dr

City of Hollister


09:00-09:40

10/27/2017

Project #: 17-7844-036

0 5 10 15 20 25

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #36



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18 4

19 5

20 5

21 10

22 8

23 11

24 6

25 12

26 12

27 11

28 13

29 6

30 9

31 4

32

33

34

35

36 1

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 117 18 - 36 25 mph 29 mph 21 - 30 98 84% 11% / 14 5% / 5

SPEED PARAMETERS

7th St W/O Powell St

City of Hollister


10:10-11:40

10/31/2017

Project #: 17-7844-037

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #37



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27 1

28 2

29 3

30 3

31 11

32 22

33 15

34 16

35 22

36 13

37 19

38 24

39 13

40 8

41 10

42 8

43 1

44 4

45 3

46 1

47 1

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 200 27 - 47 36 mph 40 mph 31 - 40 163 82% 4% / 9 14% / 28

SPEED PARAMETERS

Sunnyslope Rd W/O Versailles Dr

City of Hollister


10:28-11:15

10/27/2017

Project #: 17-7844-038

0 5 10 15 20 25 30

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #38



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26 1

27

28 5

29 5

30 2

31 11

32 20

33 26

34 31

35 22

36 17

37 21

38 15

39 13

40 9

41 3

42 2

43 1

44 1

45 1

46 2

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 208 26 - 46 35 mph 39 mph 31 - 40 185 89% 6% / 13 5% / 10

SPEED PARAMETERS

Sunnyslope Rd E/O Memorial Dr

City of Hollister


11:20-11:55

10/27/2017

Project #: 17-7844-039

0 5 10 15 20 25 30 35

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #39



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24 1

25

26 1

27 3

28 8

29 5

30 6

31 11

32 13

33 11

34 16

35 19

36 11

37 17

38 18

39 7

40 13

41 10

42 10

43 6

44 13

45 8

46

47 1

48 1

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 209 24 - 48 36 mph 42 mph 31 - 40 136 65% 11% / 24 24% / 49

SPEED PARAMETERS

Sunnyslope Rd E/O Clearview Dr

City of Hollister


12:00-12:25

10/27/2017

Project #: 17-7844-040

0 5 10 15 20

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #40



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26 1

27 1

28 1

29

30

31 2

32 2

33 3

34 11

35 10

36 7

37 13

38 18

39 19

40 21

41 23

42 17

43 8

44 9

45 11

46 11

47 6

48 5

49 6

50

51

52

53 1

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 206 26 - 53 40 mph 45 mph 37 - 46 150 73% 18% / 38 9% / 18

SPEED PARAMETERS

Sunnyslope Rd E/O Beverly Dr

City of Hollister


12:30-13:05

10/27/2017

Project #: 17-7844-041

0 5 10 15 20 25

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #41



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21 1

22

23 1

24 6

25 8

26 18

27 16

28 32

29 17

30 22

31 18

32 16

33 22

34 11

35 12

36 8

37 4

38

39 1

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 213 21 - 39 30 mph 34 mph 26 - 35 184 86% 7% / 16 7% / 13

SPEED PARAMETERS

Sunset Dr & Hazel Hawkins Hospital

City of Hollister


12:15-13:15

10/30/2017

Project #: 17-7844-042

0 5 10 15 20 25 30 35

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #42



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25 1

26 8

27 8

28 10

29 7

30 9

31 12

32 14

33 7

34 8

35 5

36 5

37 2

38 7

39 2

40 3

41 2

42 1

43 1

44

45 2

46 1

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 115 25 - 46 32 mph 38 mph 26 - 35 88 77% 0% / 1 23% / 26

SPEED PARAMETERS

Sunset Dr N/O Ruger Ct

City of Hollister


11:08-12:10

10/30/2017

Project #: 17-7844-043

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #43



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25 1

26 1

27 2

28 1

29 2

30

31 3

32 3

33 8

34 10

35 5

36 3

37 7

38 4

39 2

40 2

41 12

42 2

43

44 2

45

46

47 1

48 2

49

50

51 1

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 74 25 - 51 36 mph 41 mph 32 - 41 56 76% 13% / 10 11% / 8

SPEED PARAMETERS

Union Rd E/O Glenview Dr

City of Hollister

Eastbound Spot Speeds

09:00-10:00

10/30/2017

Project #: 17-7844-044

0 2 4 6 8 10 12 14

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #44



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27 1

28 2

29 5

30 6

31 13

32 12

33 13

34 15

35 16

36 13

37 10

38 10

39 13

40 3

41 9

42 3

43 3

44 2

45

46 1

47 2

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 152 27 - 47 35 mph 40 mph 30 - 39 121 80% 5% / 8 16% / 23

SPEED PARAMETERS

Union Rd E/O Fairhaven Dr

City of Hollister


10:02-11:02

10/30/2017

Project #: 17-7844-045

0 5 10 15 20

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #45



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24 1

25 3

26 2

27 6

28 13

29 4

30 5

31 9

32 11

33 6

34 9

35 9

36 8

37 8

38 8

39 8

40 12

41 3

42 3

43 2

44 1

45

46

47 1

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 132 24 - 47 34 mph 40 mph 31 - 40 88 67% 25% / 34 8% / 10

SPEED PARAMETERS

Valley View Rd S/O Cedar Dr

City of Hollister


13:10-14:25

10/27/2017

Project #: 17-7844-046

0 5 10 15

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #46



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18 3

19

20 5

21 3

22 3

23 7

24 11

25 9

26 17

27 26

28 18

29 20

30 26

31 7

32 7

33 9

34 8

35 12

36 3

37 1

38 1

39 3

40 1

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 200 18 - 40 28 mph 33 mph 24 - 33 150 75% 10% / 21 15% / 29

SPEED PARAMETERS

Valley View Rd S/O Crestview Rd

City of Hollister


14:30-15:30

10/27/2017

Project #: 17-7844-047

0 5 10 15 20 25 30

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #47



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21 1

22 5

23 7

24 10

25 18

26 18

27 22

28 13

29 17

30 16

31 19

32 12

33 14

34 16

35 17

36 1

37

38

39

40 1

41

42

43 1

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 208 21 - 43 29 mph 34 mph 25 - 34 165 79% 11% / 23 10% / 20

SPEED PARAMETERS

Westside Blvd Bet. 4th St & Central Ave

City of Hollister


10:15-11:05

10/26/2017

Project #: 17-7844-048

0 5 10 15 20 25

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #48



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21 2

22

23

24 3

25 3

26 8

27 13

28 13

29 12

30 13

31 18

32 23

33 22

34 18

35 20

36 23

37 16

38 12

39

40 2

41 2

42 2

43

44

45

46

47

48 1

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 226 21 - 48 33 mph 37 mph 28 - 37 178 79% 12% / 29 9% / 19

SPEED PARAMETERS

Westside Blvd S/O Apricot Ln

City of Hollister


11:35-12:15

10/26/2017

Project #: 17-7844-049

0 5 10 15 20 25

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #49



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22 3

23 1

24 1

25 4

26 5

27 4

28 5

29 8

30 20

31 15

32 14

33 25

34 26

35 25

36 21

37 12

38 2

39 4

40 2

41 2

42 4

43

44 4

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 207 22 - 44 33 mph 36 mph 28 - 37 171 83% 8% / 18 9% / 18

SPEED PARAMETERS

Westside Blvd N/O Jan Ave

City of Hollister


11:10-11:32

10/26/2017

Project #: 17-7844-050

0 5 10 15 20 25 30

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #50



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22 2

23

24 1

25 7

26 7

27 6

28 7

29 12

30 20

31 13

32 20

33 22

34 15

35 25

36 11

37 13

38 11

39 3

40 2

41 2

42 2

43

44 1

45 1

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 203 22 - 45 33 mph 37 mph 29 - 38 162 80% 14% / 30 6% / 11

SPEED PARAMETERS

Westside Blvd S/O Jills Ct

City of Hollister


12:20-13:05

10/26/2017

Project #: 17-7844-051

0 5 10 15 20 25 30

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #51



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23 3

24 8

25 19

26 17

27 19

28 19

29 18

30 12

31 15

32 11

33 18

34 10

35 9

36 7

37 8

38 2

39 2

40 2

41 1

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 200 23 - 41 29 mph 35 mph 25 - 34 158 79% 5% / 11 16% / 31

SPEED PARAMETERS

Southside Rd W/O Sunset Dr

City of Hollister


13:48-15:30

10/26/2017

Project #: 17-7844-052

0 5 10 15 20

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #52



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26 7

27 15

28 11

29 25

30 12

31 18

32 10

33 15

34 10

35 11

36 12

37 10

38 7

39 9

40 9

41 4

42 3

43 3

44 4

45 2

46 2

47

48 1

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 200 26 - 48 33 mph 39 mph 27 - 36 139 70% 3% / 7 27% / 54

SPEED PARAMETERS

Southside Rd E/O Nora Dr

City of Hollister


12:40-13:45

10/26/2017

Project #: 17-7844-053

0 5 10 15 20 25 30

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #53



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21 1

22 1

23 2

24 6

25 15

26 16

27 12

28 9

29 7

30 12

31 10

32 5

33 8

34 5

35 7

36 4

37 3

38 3

39 1

40

41 1

42 1

43

44 1

45

46 1

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 131 21 - 46 29 mph 35 mph 24 - 33 100 76% 3% / 4 21% / 27

SPEED PARAMETERS

Cienega Rd S/O Nevada St

City of Hollister


12:45-14:15

10/25/2017

Project #: 17-7844-054

0 5 10 15 20

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #54



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19 3

20 7

21 5

22 17

23 23

24 35

25 30

26 14

27 27

28 13

29 23

30 6

31

32 3

33 2

34 3

35 1

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 212 19 - 35 25 mph 29 mph 20 - 29 194 92% 1% / 3 8% / 15

SPEED PARAMETERS

San Felipe Rd N/O Maple St

City of Hollister


14:40-15:00

10/30/2017

Project #: 17-7844-055

0 5 10 15 20 25 30 35 40

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #55



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13 1

14 2

15 6

16 5

17 30

18 31

19 25

20 32

21 22

22 21

23 14

24 9

25 4

26 2

27 1

28

29

30 2

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 207 13 - 30 20 mph 23 mph 15 - 24 197 95% 1% / 3 4% / 7

SPEED PARAMETERS

San Benito St N/O 5th St

City of Hollister


13:55-14:30

10/30/2017

Project #: 17-7844-056

0 5 10 15 20 25 30 35

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #56



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20 1

21

22

23

24 2

25 2

26 5

27 14

28 17

29 11

30 13

31 26

32 21

33 22

34 15

35 22

36 10

37 13

38 5

39 4

40 3

41 1

42 1

43

44

45 1

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 209 20 - 45 32 mph 36 mph 27 - 36 171 82% 4% / 10 14% / 28

SPEED PARAMETERS

San Benito St N/O Haydon St

City of Hollister


13:20-13:50

10/30/2017

Project #: 17-7844-057

0 5 10 15 20 25 30

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #57



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27 3

28 3

29

30 1

31 5

32 5

33 9

34 9

35 13

36 10

37 12

38 17

39 13

40 13

41 14

42 9

43 9

44 14

45 9

46 14

47 3

48 2

49 9

50 3

51

52 3

53 1

54 3

55

56 1

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 207 27 - 56 40 mph 46 mph 35 - 44 124 60% 16% / 35 24% / 48

SPEED PARAMETERS

San Benito St N/O Baler Alley

City of Hollister


09:50-10:40

10/31/2017

Project #: 17-7844-058

0 5 10 15 20

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #58



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26 1

27

28 1

29

30

31

32 1

33

34 1

35 3

36 10

37 9

38 12

39 14

40 12

41 15

42 15

43 21

44 14

45 16

46 14

47 13

48 3

49 7

50 2

51 3

52 6

53 4

54 3

55 2

56 2

57

58 2

59 1

60 1

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 208 26 - 60 43 mph 49 mph 38 - 47 146 70% 12% / 26 18% / 36

SPEED PARAMETERS

San Benito St Bet. Promise Way & South Side Rd

City of Hollister


09:00-09:45

10/31/2017

Project #: 17-7844-059

0 5 10 15 20 25

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #59



DATE: Location:


Speed

mphALL Vehicles

<=10

11

12

13

14

15

16

17

18

19

20

21

22

23 2

24 1

25 5

26 3

27 13

28 26

29 16

30 13

31 20

32 18

33 25

34 16

35 25

36 11

37 13

38 7

39 4

40 1

41

42 1

43 1

44

45

46 1

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

>=70

Class Count Range

50th

Percentile

85th

Percentile

10 MPH

Pace # in Pace

Percent in


ALL 222 23 - 46 32 mph 36 mph 27 - 36 183 82% 4% / 11 13% / 28

SPEED PARAMETERS

Nash Rd E/O Cushman St

City of Hollister


10:50-11:30

10/31/2017

Project #: 17-7844-060

0 5 10 15 20 25 30

70

68

66

64

62

60

58

56

54

52

50

48

46

44

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10S

pe

ed

-M

PH

Number of Vehicles

Segment #60


Appendix | C

APPENDIX C

AVERAGE DAILY TRAFFIC (ADT) VOLUMES

Day: City: Hollister

Date: Project #: CA17_7845_001

NB SB EB WB

991 989 0 0

AM Period NB SB EB WB NB SB EB WB00:00 1 1 2 10 17 2700:15 0 0 0 13 8 2100:30 1 1 2 12 11 2300:45 1 3 0 2 1 5 13 48 14 50 27 9801:00 1 1 2 10 11 2101:15 3 0 3 10 12 2201:30 0 1 1 12 15 2701:45 0 4 2 4 2 8 11 43 17 55 28 9802:00 1 1 2 12 12 2402:15 4 0 4 13 9 2202:30 1 1 2 12 8 2002:45 0 6 0 2 0 8 14 51 19 48 33 9903:00 1 1 2 11 18 2903:15 1 0 1 12 24 3603:30 3 0 3 15 24 3903:45 3 8 0 1 3 9 14 52 17 83 31 13504:00 6 1 7 11 22 3304:15 12 1 13 19 18 3704:30 12 1 13 20 28 4804:45 15 45 0 3 15 48 21 71 16 84 37 15505:00 17 0 17 18 31 4905:15 11 3 14 13 21 3405:30 7 1 8 23 28 5105:45 19 54 2 6 21 60 14 68 34 114 48 18206:00 14 3 17 23 27 5006:15 20 4 24 19 32 5106:30 11 6 17 9 31 4006:45 11 56 10 23 21 79 15 66 15 105 30 17107:00 20 8 28 14 15 2907:15 28 14 42 7 21 2807:30 18 11 29 8 17 2507:45 24 90 14 47 38 137 5 34 15 68 20 10208:00 19 14 33 6 18 2408:15 26 19 45 5 16 2108:30 24 16 40 6 11 1708:45 15 84 11 60 26 144 4 21 13 58 17 7909:00 19 12 31 8 9 1709:15 9 6 15 6 9 1509:30 12 6 18 5 6 1109:45 13 53 7 31 20 84 3 22 4 28 7 5010:00 7 10 17 1 12 1310:15 8 7 15 2 6 810:30 10 11 21 4 1 510:45 13 38 6 34 19 72 1 8 2 21 3 2911:00 13 15 28 0 2 211:15 12 11 23 1 6 711:30 17 13 30 3 3 611:45 18 60 11 50 29 110 2 6 1 12 3 18

TOTALS 501 263 764 490 726 1216

SPLIT % 65.6% 34.4% 38.6% 40.3% 59.7% 61.4%

NB SB EB WB

991 989 0 0

AM Peak Hour 07:45 07:45 07:45 17:30 17:45 17:30

AM Pk Volume 93 63 156 79 124 200

Pk Hr Factor 0.894 0.829 0.867 0.859 0.912 0.980

7 ‐ 9 Volume 174 107 0 0 281 139 198 0 0 337

7 ‐ 9 Peak Hour 07:45 07:45 07:45 16:15 17:00 17:00

7 ‐ 9 Pk Volume 93 63 0 0 156 78 114 0 0 182

Pk Hr Factor 0.894 0.829 0.000 0.000 0.867 0.929 0.838 0.000 0.000 0.892

VOLUMEPrepared by NDS/ATD

13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Beverly Dr S/O Glarner St

21:3021:4522:00

Total

1,980

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

1,980

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #1



NB SB EB WB

0 0 1,052 1,545


TOTALS 362 748 1110 690 797 1487

SPLIT % 32.6% 67.4% 42.7% 46.4% 53.6% 57.3%

NB SB EB WB

0 0 1,052 1,545

AM Peak Hour 07:30 07:15 07:30 14:30 14:30 14:30

AM Pk Volume 133 227 345 140 155 295

Pk Hr Factor 0.594 0.822 0.750 0.729 0.945 0.829

7 ‐ 9 Volume 0 0 180 308 488 0 0 164 211 375

7 ‐ 9 Peak Hour 07:30 07:15 07:30 16:30 16:15 16:15

7 ‐ 9 Pk Volume 0 0 133 227 345 0 0 97 122 214

Pk Hr Factor 0.000 0.000 0.594 0.822 0.750 0.000 0.000 0.713 0.953 0.849


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Buena Vista Rd E/O Calaveras School

21:3021:4522:00

Total

2,597

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

2,597

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #2



NB SB EB WB

0 0 1,482 1,483


TOTALS 410 779 1189 1072 704 1776

SPLIT % 34.5% 65.5% 40.1% 60.4% 39.6% 59.9%

NB SB EB WB

0 0 1,482 1,483

AM Peak Hour 07:30 07:15 07:15 14:30 16:15 16:30

AM Pk Volume 105 142 237 174 105 279

Pk Hr Factor 0.729 0.910 0.801 0.837 0.820 0.918

7 ‐ 9 Volume 0 0 172 243 415 0 0 320 198 518

7 ‐ 9 Peak Hour 07:30 07:15 07:15 16:30 16:15 16:30

7 ‐ 9 Pk Volume 0 0 105 142 237 0 0 174 105 279

Pk Hr Factor 0.000 0.000 0.729 0.910 0.801 0.000 0.000 0.821 0.820 0.918


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Buena Vista Rd E/O Carnoble Dr

21:3021:4522:00

Total

2,965

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

2,965

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #3



NB SB EB WB

0 0 1,428 1,579


TOTALS 355 902 1257 1073 677 1750

SPLIT % 28.2% 71.8% 41.8% 61.3% 38.7% 58.2%

NB SB EB WB

0 0 1,428 1,579

AM Peak Hour 07:45 05:30 07:00 17:00 16:30 16:30

AM Pk Volume 75 156 208 176 101 272

Pk Hr Factor 0.852 0.780 0.929 0.917 0.871 0.958

7 ‐ 9 Volume 0 0 129 257 386 0 0 322 188 510

7 ‐ 9 Peak Hour 07:45 07:00 07:00 17:00 16:30 16:30

7 ‐ 9 Pk Volume 0 0 75 151 208 0 0 176 101 272

Pk Hr Factor 0.000 0.000 0.852 0.899 0.929 0.000 0.000 0.917 0.871 0.958


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Buena Vista Rd W/O Ranchito Dr

21:3021:4522:00

Total

3,007

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

3,007

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #4



NB SB EB WB

381 411 0 0

AM Period NB SB EB WB NB SB EB WB0:00 1 0 1 4 3 70:15 1 1 2 9 4 130:30 0 0 0 4 6 100:45 0 2 3 4 3 6 3 20 5 18 8 381:00 1 0 1 3 9 121:15 0 0 0 9 8 171:30 0 0 0 4 7 111:45 0 1 0 0 1 8 24 7 31 15 552:00 1 0 1 8 7 152:15 0 0 0 5 10 152:30 1 1 2 12 4 162:45 1 3 0 1 1 4 9 34 9 30 18 643:00 0 1 1 7 3 103:15 0 0 0 5 8 133:30 0 1 1 16 11 273:45 0 1 3 1 3 8 36 7 29 15 654:00 1 1 2 10 6 164:15 0 1 1 9 3 124:30 1 1 2 6 3 94:45 1 3 5 8 6 11 7 32 8 20 15 525:00 0 5 5 7 5 125:15 1 2 3 10 14 245:30 2 4 6 10 4 145:45 3 6 6 17 9 23 8 35 9 32 17 676:00 0 2 2 6 5 116:15 2 1 3 8 10 186:30 1 9 10 5 4 96:45 3 6 7 19 10 25 7 26 6 25 13 517:00 1 5 6 5 7 127:15 4 12 16 8 11 197:30 3 7 10 7 6 137:45 4 12 11 35 15 47 9 29 2 26 11 558:00 7 8 15 6 6 128:15 4 9 13 4 1 58:30 5 9 14 5 4 98:45 6 22 3 29 9 51 4 19 4 15 8 349:00 1 2 3 4 6 109:15 2 2 4 8 4 129:30 5 2 7 5 3 89:45 2 10 1 7 3 17 3 20 1 14 4 3410:00 1 4 5 4 1 510:15 2 8 10 2 1 310:30 2 3 5 0 2 210:45 4 9 5 20 9 29 1 7 2 6 3 1311:00 7 3 10 1 0 111:15 1 3 4 2 4 611:30 3 7 10 3 0 311:45 7 18 5 18 12 36 1 7 0 4 1 11

TOTALS 92 161 253 289 250 539

SPLIT % 36.4% 63.6% 31.9% 53.6% 46.4% 68.1%

NB SB EB WB

381 411 0 0

AM Peak Hour 11:45 7:15 7:45 15:30 15:15 15:15

AM Pk Volume 24 38 57 43 32 71

Pk Hr Factor 0.667 0.792 0.950 0.672 0.727 0.657

7 ‐ 9 Volume 34 64 0 0 98 67 52 0 0 119

7 ‐ 9 Peak Hour 8:00 7:15 7:45 17:00 17:00 17:00

7 ‐ 9 Pk Volume 22 38 0 0 57 35 32 0 0 67

Pk Hr Factor 0.786 0.792 0.000 0.000 0.950 0.875 0.571 0.000 0.000 0.698

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

792

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Chappell Rd S/O Primavera Dr

21:3021:4522:00

Total

792

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #5



NB SB EB WB

0 0 178 202

AM Period NB SB EB WB NB SB EB WB0:00 0 0 0 7 2 90:15 0 0 0 6 8 140:30 0 0 0 6 4 100:45 0 0 0 3 22 6 20 9 421:00 0 0 0 1 4 51:15 0 0 0 2 4 61:30 0 0 0 1 2 31:45 0 0 0 3 7 4 14 7 212:00 0 0 0 3 4 72:15 0 0 0 4 3 72:30 0 0 0 3 10 132:45 0 0 0 4 14 5 22 9 363:00 0 0 0 1 3 43:15 0 0 0 2 2 43:30 0 1 1 3 7 103:45 0 0 1 0 1 6 12 1 13 7 254:00 0 0 0 5 4 94:15 0 0 0 2 5 74:30 0 1 1 3 2 54:45 0 0 1 0 1 4 14 2 13 6 275:00 1 0 1 2 11 135:15 0 0 0 1 1 25:30 0 1 1 0 1 15:45 1 2 0 1 1 3 5 8 1 14 6 226:00 5 0 5 2 6 86:15 5 1 6 1 2 36:30 1 1 2 2 1 36:45 5 16 3 5 8 21 0 5 2 11 2 167:00 2 2 4 0 0 07:15 1 7 8 1 2 37:30 3 7 10 4 2 67:45 5 11 5 21 10 32 1 6 3 7 4 138:00 9 2 11 1 0 18:15 4 5 9 0 1 18:30 4 3 7 0 1 18:45 3 20 5 15 8 35 2 3 0 2 2 59:00 4 5 9 1 1 29:15 3 2 5 0 0 09:30 4 2 6 1 0 19:45 3 14 4 13 7 27 1 3 0 1 1 410:00 3 2 5 0 0 010:15 3 8 11 0 1 110:30 1 1 2 0 0 010:45 2 9 5 16 7 25 0 0 1 0 111:00 3 4 7 0 0 011:15 2 2 4 0 0 011:30 3 3 6 0 0 011:45 4 12 2 11 6 23 0 0 0

TOTALS 84 84 168 94 118 212

SPLIT % 50.0% 50.0% 44.2% 44.3% 55.7% 55.8%

NB SB EB WB

0 0 178 202

AM Peak Hour 11:45 7:00 7:30 12:00 12:15 12:00

AM Pk Volume 23 21 40 22 22 42

Pk Hr Factor 0.821 0.750 0.909 0.786 0.688 0.750

7 ‐ 9 Volume 0 0 31 36 67 0 0 22 27 49

7 ‐ 9 Peak Hour 7:45 7:00 7:30 16:00 16:15 16:15

7 ‐ 9 Pk Volume 0 0 22 21 40 0 0 14 20 31

Pk Hr Factor 0.000 0.000 0.611 0.750 0.909 0.000 0.000 0.700 0.455 0.596

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

380

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Chappell Rd Bet. Line San Felipe Rd & City Limits

21:3021:4522:00

Total

380

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #6



NB SB EB WB

479 477 0 0

AM Period NB SB EB WB NB SB EB WB00:00 0 0 0 10 11 2100:15 0 0 0 5 10 1500:30 1 0 1 9 8 1700:45 0 1 1 1 1 2 9 33 7 36 16 6901:00 0 0 0 2 9 1101:15 0 2 2 4 13 1701:30 0 0 0 5 23 2801:45 0 0 2 0 2 5 16 13 58 18 7402:00 0 0 0 4 17 2102:15 2 0 2 3 8 1102:30 0 1 1 3 7 1002:45 0 2 0 1 0 3 4 14 8 40 12 5403:00 0 0 0 11 10 2103:15 0 0 0 7 12 1903:30 0 0 0 9 11 2003:45 1 1 2 2 3 3 8 35 12 45 20 8004:00 3 1 4 10 9 1904:15 0 1 1 8 4 1204:30 0 2 2 10 7 1704:45 1 4 2 6 3 10 6 34 5 25 11 5905:00 3 4 7 11 7 1805:15 1 1 2 11 8 1905:30 3 2 5 11 6 1705:45 1 8 2 9 3 17 9 42 11 32 20 7406:00 0 2 2 9 4 1306:15 6 2 8 10 6 1606:30 9 4 13 7 6 1306:45 7 22 5 13 12 35 14 40 9 25 23 6507:00 6 3 9 8 8 1607:15 5 10 15 7 4 1107:30 5 17 22 10 8 1807:45 6 22 4 34 10 56 6 31 3 23 9 5408:00 3 8 11 3 6 908:15 9 8 17 5 5 1008:30 10 6 16 8 11 1908:45 7 29 5 27 12 56 2 18 5 27 7 4509:00 9 7 16 5 7 1209:15 7 5 12 1 1 209:30 5 3 8 2 1 309:45 5 26 5 20 10 46 1 9 1 10 2 1910:00 6 6 12 1 2 310:15 7 7 14 1 1 210:30 4 5 9 1 1 210:45 10 27 4 22 14 49 2 5 0 4 2 911:00 6 3 9 0 0 011:15 7 4 11 1 1 211:30 15 2 17 0 0 011:45 29 57 5 14 34 71 2 3 0 1 2 4

TOTALS 199 151 350 280 326 606

SPLIT % 56.9% 43.1% 36.6% 46.2% 53.8% 63.4%

NB SB EB WB

479 477 0 0

AM Peak Hour 11:15 07:15 11:30 17:00 13:15 13:15

AM Pk Volume 61 39 87 42 66 84

Pk Hr Factor 0.526 0.574 0.640 0.955 0.717 0.750

7 ‐ 9 Volume 51 61 0 0 112 76 57 0 0 133

7 ‐ 9 Peak Hour 08:00 07:15 07:30 17:00 17:00 17:00

7 ‐ 9 Pk Volume 29 39 0 0 60 42 32 0 0 74

Pk Hr Factor 0.725 0.574 0.000 0.000 0.682 0.955 0.727 0.000 0.000 0.925

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

956

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Cienega Rd N/O Henry St

21:3021:4522:00

Total

956

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Wednesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/18/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #7



NB SB EB WB

2,727 2,752 0 0


TOTALS 1235 1072 2307 1492 1680 3172

SPLIT % 53.5% 46.5% 42.1% 47.0% 53.0% 57.9%

NB SB EB WB

2,727 2,752 0 0

AM Peak Hour 7:45 7:00 7:45 15:00 16:30 16:30

AM Pk Volume 220 193 403 237 346 534

Pk Hr Factor 0.743 0.778 0.741 0.790 0.597 0.699

7 ‐ 9 Volume 378 349 0 0 727 336 519 0 0 855

7 ‐ 9 Peak Hour 7:45 7:00 7:45 16:30 16:30 16:30

7 ‐ 9 Pk Volume 220 193 0 0 403 188 346 0 0 534

Pk Hr Factor 0.743 0.778 0.000 0.000 0.741 0.887 0.597 0.000 0.000 0.699


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Fallon Rd W/O Bert Dr

21:3021:4522:00

Total

5,479

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

5,479

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #8



NB SB EB WB

0 0 7,552 7,567


TOTALS 3105 2694 5799 4447 4873 9320

SPLIT % 53.5% 46.5% 38.4% 47.7% 52.3% 61.6%

NB SB EB WB

0 0 7,552 7,567

AM Peak Hour 07:30 07:15 07:30 14:45 16:30 16:30

AM Pk Volume 631 459 1078 601 653 1200

Pk Hr Factor 0.839 0.933 0.929 0.963 0.917 0.912

7 ‐ 9 Volume 0 0 1055 859 1914 0 0 1133 1188 2321

7 ‐ 9 Peak Hour 07:30 07:15 07:30 17:00 16:30 16:30

7 ‐ 9 Pk Volume 0 0 631 459 1078 0 0 577 653 1200

Pk Hr Factor 0.000 0.000 0.839 0.933 0.929 0.000 0.000 0.801 0.917 0.912


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

4th St W/O College St

21:3021:4522:00

Total

15,119

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

15,119

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #9



NB SB EB WB

0 0 1,997 2,028


TOTALS 902 892 1794 1095 1136 2231

SPLIT % 50.3% 49.7% 44.6% 49.1% 50.9% 55.4%

NB SB EB WB

0 0 1,997 2,028

AM Peak Hour 05:30 07:15 07:15 14:45 16:15 16:15

AM Pk Volume 162 186 325 188 254 405

Pk Hr Factor 0.488 0.912 0.855 0.783 0.552 0.662

7 ‐ 9 Volume 0 0 248 312 560 0 0 285 370 655

7 ‐ 9 Peak Hour 07:30 07:15 07:15 16:15 16:15 16:15

7 ‐ 9 Pk Volume 0 0 142 186 325 0 0 151 254 405

Pk Hr Factor 0.000 0.000 0.807 0.912 0.855 0.000 0.000 0.878 0.552 0.662

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

4,025

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Hillcrest Rd W/O Industrial Dr

21:3021:4522:00

Total

4,025

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #10



NB SB EB WB

0 0 4,263 4,470


TOTALS 1066 2038 3104 3197 2432 5629

SPLIT % 34.3% 65.7% 35.5% 56.8% 43.2% 64.5%

NB SB EB WB

0 0 4,263 4,470

AM Peak Hour 07:45 07:15 07:45 17:15 14:45 17:00

AM Pk Volume 232 433 647 498 358 810

Pk Hr Factor 0.817 0.887 0.935 0.936 0.886 0.955

7 ‐ 9 Volume 0 0 393 787 1180 0 0 893 614 1507

7 ‐ 9 Peak Hour 07:45 07:15 07:45 17:00 16:15 17:00

7 ‐ 9 Pk Volume 0 0 232 433 647 0 0 497 320 810

Pk Hr Factor 0.000 0.000 0.817 0.887 0.935 0.000 0.000 0.934 0.909 0.955

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

8,733

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Hillcrest Rd E/O Joe Borovich Dr

21:3021:4522:00

Total

8,733

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #11



NB SB EB WB

0 0 3,586 3,525


TOTALS 901 1622 2523 2685 1903 4588

SPLIT % 35.7% 64.3% 35.5% 58.5% 41.5% 64.5%

NB SB EB WB

0 0 3,586 3,525

AM Peak Hour 07:45 07:15 07:30 17:00 16:45 16:45

AM Pk Volume 206 279 457 397 264 656

Pk Hr Factor 0.873 0.861 0.952 0.936 0.971 0.943

7 ‐ 9 Volume 0 0 339 512 851 0 0 745 484 1229

7 ‐ 9 Peak Hour 07:45 07:15 07:30 17:00 16:45 16:45

7 ‐ 9 Pk Volume 0 0 206 279 457 0 0 397 264 656

Pk Hr Factor 0.000 0.000 0.873 0.861 0.952 0.000 0.000 0.936 0.971 0.943


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Hillcrest Rd Bet. Memorial Dr & Busby Ct

21:3021:4522:00

Total

7,111

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

7,111

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #12



NB SB EB WB

0 0 1,824 2,037


TOTALS 559 813 1372 1265 1224 2489

SPLIT % 40.7% 59.3% 35.5% 50.8% 49.2% 64.5%

NB SB EB WB

0 0 1,824 2,037

AM Peak Hour 07:15 07:45 07:30 17:00 16:45 16:45

AM Pk Volume 132 210 326 197 196 388

Pk Hr Factor 0.846 0.820 0.886 0.912 0.925 0.907

7 ‐ 9 Volume 0 0 210 342 552 0 0 347 343 690

7 ‐ 9 Peak Hour 07:15 07:45 07:30 17:00 16:45 16:45

7 ‐ 9 Pk Volume 0 0 132 210 326 0 0 197 196 388

Pk Hr Factor 0.000 0.000 0.846 0.820 0.886 0.000 0.000 0.912 0.925 0.907

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

3,861

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Hillcrest Rd W/O Beverly Dr

21:3021:4522:00

Total

3,861

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #13



NB SB EB WB

1,655 1,725 0 0


TOTALS 652 554 1206 1003 1171 2174

SPLIT % 54.1% 45.9% 35.7% 46.1% 53.9% 64.3%

NB SB EB WB

1,655 1,725 0 0

AM Peak Hour 07:45 07:45 07:45 14:45 14:45 14:45

AM Pk Volume 235 220 455 230 207 437

Pk Hr Factor 0.699 0.696 0.748 0.564 0.877 0.728

7 ‐ 9 Volume 337 314 0 0 651 239 312 0 0 551

7 ‐ 9 Peak Hour 07:45 07:45 07:45 17:00 16:45 16:45

7 ‐ 9 Pk Volume 235 220 0 0 455 132 167 0 0 294

Pk Hr Factor 0.699 0.696 0.000 0.000 0.748 0.868 0.888 0.000 0.000 0.907

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

3,380

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Ladd Ln N/O Talbot Dr

21:3021:4522:00

Total

3,380

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Wednesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/18/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #14



NB SB EB WB

889 1,370 0 0

AM Period NB SB EB WB NB SB EB WB00:00 0 3 3 13 12 2500:15 1 2 3 9 18 2700:30 0 1 1 10 11 2100:45 0 1 1 7 1 8 7 39 19 60 26 9901:00 0 1 1 8 19 2701:15 0 2 2 11 16 2701:30 2 1 3 9 19 2801:45 1 3 0 4 1 7 7 35 18 72 25 10702:00 1 0 1 11 33 4402:15 1 0 1 8 28 3602:30 0 0 0 16 32 4802:45 0 2 0 0 2 10 45 25 118 35 16303:00 1 1 2 29 34 6303:15 3 0 3 17 52 6903:30 3 0 3 21 33 5403:45 3 10 0 1 3 11 25 92 19 138 44 23004:00 4 4 8 16 76 9204:15 4 0 4 13 44 5704:30 8 1 9 24 26 5004:45 5 21 1 6 6 27 19 72 27 173 46 24505:00 4 2 6 19 41 6005:15 8 1 9 15 30 4505:30 8 3 11 19 37 5605:45 4 24 5 11 9 35 19 72 35 143 54 21506:00 18 9 27 15 23 3806:15 8 4 12 14 18 3206:30 9 2 11 12 13 2506:45 12 47 8 23 20 70 15 56 16 70 31 12607:00 13 8 21 6 14 2007:15 12 35 47 9 12 2107:30 10 71 81 12 15 2707:45 18 53 46 160 64 213 10 37 11 52 21 8908:00 26 33 59 9 12 2108:15 28 22 50 9 14 2308:30 16 23 39 12 12 2408:45 15 85 17 95 32 180 5 35 7 45 12 8009:00 14 13 27 7 8 1509:15 7 11 18 6 9 1509:30 7 9 16 3 8 1109:45 9 37 7 40 16 77 6 22 4 29 10 5110:00 7 10 17 5 2 710:15 6 8 14 4 3 710:30 10 7 17 1 4 510:45 10 33 14 39 24 72 4 14 0 9 4 2311:00 7 14 21 1 0 111:15 15 22 37 1 2 311:30 18 15 33 3 4 711:45 9 49 14 65 23 114 0 5 4 10 4 15

TOTALS 365 451 816 524 919 1443

SPLIT % 44.7% 55.3% 36.1% 36.3% 63.7% 63.9%

NB SB EB WB

889 1,370 0 0

AM Peak Hour 07:45 07:15 07:30 15:00 15:15 15:15

AM Pk Volume 88 185 254 92 180 259

Pk Hr Factor 0.786 0.651 0.784 0.793 0.592 0.704

7 ‐ 9 Volume 138 255 0 0 393 144 316 0 0 460

7 ‐ 9 Peak Hour 07:45 07:15 07:30 16:30 16:00 16:00

7 ‐ 9 Pk Volume 88 185 0 0 254 77 173 0 0 245

Pk Hr Factor 0.786 0.651 0.000 0.000 0.784 0.802 0.569 0.000 0.000 0.666


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Line St S/O South St

21:3021:4522:00

Total

2,259

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

2,259

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #15



NB SB EB WB

1,110 1,129 0 0


TOTALS 502 395 897 608 734 1342

SPLIT % 56.0% 44.0% 40.1% 45.3% 54.7% 59.9%

NB SB EB WB

1,110 1,129 0 0

AM Peak Hour 07:15 07:30 07:30 15:45 15:30 15:30

AM Pk Volume 214 148 354 108 142 244

Pk Hr Factor 0.601 0.638 0.725 0.844 0.683 0.726

7 ‐ 9 Volume 272 214 0 0 486 185 251 0 0 436

7 ‐ 9 Peak Hour 07:15 07:30 07:30 16:00 16:00 16:00

7 ‐ 9 Pk Volume 214 148 0 0 354 100 135 0 0 235

Pk Hr Factor 0.601 0.638 0.000 0.000 0.725 0.781 0.649 0.000 0.000 0.699


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Line St S/O Steinbeck Dr

21:3021:4522:00

Total

2,239

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

2,239

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #16



NB SB EB WB

0 0 773 770


TOTALS 320 240 560 453 530 983

SPLIT % 57.1% 42.9% 36.3% 46.1% 53.9% 63.7%

NB SB EB WB

0 0 773 770

AM Peak Hour 07:30 07:30 07:30 14:30 15:00 14:30

AM Pk Volume 104 67 171 88 88 170

Pk Hr Factor 0.743 0.761 0.750 0.667 0.917 0.833

7 ‐ 9 Volume 0 0 147 100 247 0 0 108 144 252

7 ‐ 9 Peak Hour 07:30 07:30 07:30 16:30 16:15 16:00

7 ‐ 9 Pk Volume 0 0 104 67 171 0 0 59 83 137

Pk Hr Factor 0.000 0.000 0.743 0.761 0.750 0.000 0.000 0.702 0.716 0.761

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

1,543

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Locust Ave E/O W. Second St

21:3021:4522:00

Total

1,543

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #17



NB SB EB WB

0 0 1,523 1,447


TOTALS 523 767 1290 1000 680 1680

SPLIT % 40.5% 59.5% 43.4% 59.5% 40.5% 56.6%

NB SB EB WB

0 0 1,523 1,447

AM Peak Hour 7:45 7:45 7:45 16:15 16:45 16:45

AM Pk Volume 102 151 253 149 111 246

Pk Hr Factor 0.750 0.878 0.878 0.793 0.712 0.831

7 ‐ 9 Volume 0 0 165 272 437 0 0 262 187 449

7 ‐ 9 Peak Hour 7:45 7:45 7:45 16:15 16:45 16:45

7 ‐ 9 Pk Volume 0 0 102 151 253 0 0 149 111 246

Pk Hr Factor 0.000 0.000 0.750 0.878 0.878 0.000 0.000 0.793 0.712 0.831


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

McCloskey Rd E/O Community Pkwy

21:3021:4522:00

Total

2,970

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

2,970

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #18



NB SB EB WB

3,150 3,774 0 0


TOTALS 1029 1134 2163 2121 2640 4761

SPLIT % 47.6% 52.4% 31.2% 44.5% 55.5% 68.8%

NB SB EB WB

3,150 3,774 0 0

AM Peak Hour 11:30 11:45 11:45 15:30 15:00 15:30

AM Pk Volume 231 266 489 302 370 653

Pk Hr Factor 0.947 0.792 0.912 0.830 0.889 0.922

7 ‐ 9 Volume 276 367 0 0 643 518 673 0 0 1191

7 ‐ 9 Peak Hour 7:45 7:45 7:45 16:45 16:00 16:00

7 ‐ 9 Pk Volume 151 240 0 0 391 278 348 0 0 619

Pk Hr Factor 0.944 0.811 0.000 0.000 0.857 0.939 0.926 0.000 0.000 0.932


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

McCray St S/O Meridian St

21:3021:4522:00

Total

6,924

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

6,924

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #19



NB SB EB WB

1,534 2,516 0 0

AM Period NB SB EB WB NB SB EB WB00:00 0 0 0 29 63 9200:15 0 1 1 30 50 8000:30 0 0 0 21 52 7300:45 0 0 1 0 1 29 109 50 215 79 32401:00 0 0 0 29 38 6701:15 0 1 1 31 48 7901:30 0 0 0 31 39 7001:45 0 1 2 1 2 32 123 50 175 82 29802:00 0 0 0 35 44 7902:15 0 0 0 24 47 7102:30 1 1 2 28 42 7002:45 0 1 0 1 0 2 27 114 50 183 77 29703:00 3 2 5 20 69 8903:15 1 0 1 33 58 9103:30 2 1 3 44 60 10403:45 2 8 0 3 2 11 36 133 58 245 94 37804:00 0 4 4 30 51 8104:15 1 1 2 34 65 9904:30 1 1 2 32 62 9404:45 1 3 2 8 3 11 37 133 64 242 101 37505:00 4 2 6 30 68 9805:15 7 3 10 36 79 11505:30 1 5 6 41 49 9005:45 2 14 8 18 10 32 33 140 48 244 81 38406:00 5 4 9 38 56 9406:15 6 7 13 32 48 8006:30 8 6 14 19 48 6706:45 12 31 6 23 18 54 28 117 51 203 79 32007:00 8 13 21 25 50 7507:15 14 15 29 22 29 5107:30 18 20 38 19 34 5307:45 18 58 19 67 37 125 13 79 35 148 48 22708:00 24 28 52 22 30 5208:15 19 31 50 13 23 3608:30 21 33 54 18 24 4208:45 27 91 24 116 51 207 12 65 12 89 24 15409:00 23 26 49 8 17 2509:15 18 25 43 4 13 1709:30 18 28 46 6 21 2709:45 18 77 36 115 54 192 5 23 12 63 17 8610:00 28 48 76 6 9 1510:15 24 43 67 5 9 1410:30 25 37 62 4 2 610:45 21 98 31 159 52 257 4 19 8 28 12 4711:00 18 40 58 1 4 511:15 21 44 65 1 3 411:30 29 35 64 1 1 211:45 25 93 40 159 65 252 2 5 1 9 3 14

TOTALS 474 672 1146 1060 1844 2904

SPLIT % 41.4% 58.6% 28.3% 36.5% 63.5% 71.7%

NB SB EB WB

1,534 2,516 0 0

AM Peak Hour 11:30 11:45 11:45 17:15 16:30 16:30

AM Pk Volume 113 205 310 148 273 408

Pk Hr Factor 0.942 0.813 0.842 0.902 0.864 0.887

7 ‐ 9 Volume 149 183 0 0 332 273 486 0 0 759

7 ‐ 9 Peak Hour 08:00 08:00 08:00 16:45 16:30 16:30

7 ‐ 9 Pk Volume 91 116 0 0 207 144 273 0 0 408

Pk Hr Factor 0.843 0.879 0.000 0.000 0.958 0.878 0.864 0.000 0.000 0.887


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

McCray St N/O Gibbs Dr

21:3021:4522:00

Total

4,050

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

4,050

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #20



NB SB EB WB

2,453 2,279 0 0


TOTALS 896 653 1549 1557 1626 3183

SPLIT % 57.8% 42.2% 32.7% 48.9% 51.1% 67.3%

NB SB EB WB

2,453 2,279 0 0

AM Peak Hour 07:30 07:45 07:45 14:00 17:15 17:15

AM Pk Volume 317 184 493 235 230 446

Pk Hr Factor 0.755 0.885 0.822 0.582 0.799 0.858

7 ‐ 9 Volume 452 290 0 0 742 419 403 0 0 822

7 ‐ 9 Peak Hour 07:30 07:45 07:45 17:00 17:00 17:00

7 ‐ 9 Pk Volume 317 184 0 0 493 222 218 0 0 440

Pk Hr Factor 0.755 0.885 0.000 0.000 0.822 0.941 0.757 0.000 0.000 0.846


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Memorial Dr & Skate Park

21:3021:4522:00

Total

4,732

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

4,732

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #21



NB SB EB WB

2,370 2,016 0 0


TOTALS 1131 513 1644 1239 1503 2742

SPLIT % 68.8% 31.2% 37.5% 45.2% 54.8% 62.5%

NB SB EB WB

2,370 2,016 0 0

AM Peak Hour 7:30 7:45 7:45 15:15 16:45 15:15

AM Pk Volume 348 160 507 197 221 414

Pk Hr Factor 0.813 0.755 0.792 0.821 0.863 0.821

7 ‐ 9 Volume 521 232 0 0 753 324 402 0 0 726

7 ‐ 9 Peak Hour 7:30 7:45 7:45 17:00 16:45 17:00

7 ‐ 9 Pk Volume 348 160 0 0 507 178 221 0 0 395

Pk Hr Factor 0.813 0.755 0.000 0.000 0.792 0.967 0.863 0.000 0.000 0.898

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

4,386

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Memorial Dr N/O Plum Ct.

21:3021:4522:00

Total

4,386

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #22



NB SB EB WB

1,494 1,777 0 0


TOTALS 595 584 1179 899 1193 2092

SPLIT % 50.5% 49.5% 36.0% 43.0% 57.0% 64.0%

NB SB EB WB

1,494 1,777 0 0

AM Peak Hour 07:45 07:45 07:45 14:15 15:30 14:00

AM Pk Volume 201 184 385 143 179 297

Pk Hr Factor 0.688 0.754 0.718 0.730 0.785 0.765

7 ‐ 9 Volume 296 271 0 0 567 238 328 0 0 566

7 ‐ 9 Peak Hour 07:45 07:45 07:45 16:30 16:00 16:00

7 ‐ 9 Pk Volume 201 184 0 0 385 124 165 0 0 284

Pk Hr Factor 0.688 0.754 0.000 0.000 0.718 0.816 0.982 0.000 0.000 0.899

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

3,271

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Memorial Dr S/O Caputo Ct

21:3021:4522:00

Total

3,271

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #23



NB SB EB WB

0 0 3,139 3,451


TOTALS 851 1743 2594 2288 1708 3996

SPLIT % 32.8% 67.2% 39.4% 57.3% 42.7% 60.6%

NB SB EB WB

0 0 3,139 3,451

AM Peak Hour 7:45 7:45 7:45 15:00 15:30 15:15

AM Pk Volume 290 580 870 380 339 702

Pk Hr Factor 0.704 0.792 0.760 0.888 0.597 0.708

7 ‐ 9 Volume 0 0 420 832 1252 0 0 636 451 1087

7 ‐ 9 Peak Hour 7:45 7:45 7:45 17:00 17:00 17:00

7 ‐ 9 Pk Volume 0 0 290 580 870 0 0 347 234 581

Pk Hr Factor 0.000 0.000 0.704 0.792 0.760 0.000 0.000 0.904 0.750 0.886

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

6,590

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Meridian St E/O Hwy 25 Bypass

21:3021:4522:00

Total

6,590

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #24



NB SB EB WB

0 0 4,550 4,449


TOTALS 1394 1692 3086 3156 2757 5913

SPLIT % 45.2% 54.8% 34.3% 53.4% 46.6% 65.7%

NB SB EB WB

0 0 4,550 4,449

AM Peak Hour 7:30 7:45 7:45 15:00 15:30 15:15

AM Pk Volume 363 463 826 446 435 862

Pk Hr Factor 0.667 0.941 0.807 0.892 0.720 0.865

7 ‐ 9 Volume 0 0 578 725 1303 0 0 792 700 1492

7 ‐ 9 Peak Hour 7:30 7:45 7:45 17:00 17:00 17:00

7 ‐ 9 Pk Volume 0 0 363 463 826 0 0 425 365 790

Pk Hr Factor 0.000 0.000 0.667 0.941 0.807 0.000 0.000 0.900 0.861 0.906

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

8,999

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Meridian St E/O Vintage Way

21:3021:4522:00

Total

8,999

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #25



NB SB EB WB

0 0 1,333 1,263


TOTALS 369 626 995 964 637 1601

SPLIT % 37.1% 62.9% 38.3% 60.2% 39.8% 61.7%

NB SB EB WB

0 0 1,333 1,263

AM Peak Hour 7:45 7:30 7:45 15:15 14:45 14:45

AM Pk Volume 90 176 266 164 134 271

Pk Hr Factor 0.682 0.688 0.773 0.683 0.761 0.736

7 ‐ 9 Volume 0 0 153 281 434 0 0 259 149 408

7 ‐ 9 Peak Hour 7:45 7:30 7:45 16:45 16:45 16:45

7 ‐ 9 Pk Volume 0 0 90 176 266 0 0 149 81 230

Pk Hr Factor 0.000 0.000 0.682 0.688 0.773 0.000 0.000 0.828 0.698 0.898

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

2,596

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Meridian St W/O El Toro Dr

21:3021:4522:00

Total

2,596

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #26



NB SB EB WB

0 0 3,347 3,741


TOTALS 1062 1072 2134 2285 2669 4954

SPLIT % 49.8% 50.2% 30.1% 46.1% 53.9% 69.9%

NB SB EB WB

0 0 3,347 3,741

AM Peak Hour 07:30 07:15 07:15 16:00 17:15 18:00

AM Pk Volume 224 265 485 344 372 675

Pk Hr Factor 0.757 0.818 0.842 0.935 0.886 0.938

7 ‐ 9 Volume 0 0 394 441 835 0 0 647 672 1319

7 ‐ 9 Peak Hour 07:30 07:15 07:15 16:00 17:00 17:00

7 ‐ 9 Pk Volume 0 0 224 265 485 0 0 344 369 672

Pk Hr Factor 0.000 0.000 0.757 0.818 0.842 0.000 0.000 0.935 0.879 0.949


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/18/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Wednesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Nash Rd E/O Quail Run

21:3021:4522:00

Total

7,088

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

7,088

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #27



NB SB EB WB

1,314 1,222 0 0


TOTALS 584 431 1015 730 791 1521

SPLIT % 57.5% 42.5% 40.0% 48.0% 52.0% 60.0%

NB SB EB WB

1,314 1,222 0 0

AM Peak Hour 08:00 07:45 08:00 15:00 16:30 15:00

AM Pk Volume 154 137 284 138 117 251

Pk Hr Factor 0.819 0.561 0.657 0.585 0.886 0.640

7 ‐ 9 Volume 271 244 0 0 515 161 218 0 0 379

7 ‐ 9 Peak Hour 08:00 07:45 08:00 17:00 16:30 17:00

7 ‐ 9 Pk Volume 154 137 0 0 284 89 117 0 0 201

Pk Hr Factor 0.819 0.561 0.000 0.000 0.657 0.824 0.886 0.000 0.000 0.838

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

2,536

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Powell St N/O Glenmore Dr

21:3021:4522:00

Total

2,536

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #28



NB SB EB WB

256 199 0 0

AM Period NB SB EB WB NB SB EB WB00:00 0 0 0 7 4 1100:15 1 1 2 4 3 700:30 0 0 0 2 1 300:45 0 1 0 1 0 2 6 19 4 12 10 3101:00 0 0 0 1 5 601:15 0 1 1 2 1 301:30 0 0 0 2 2 401:45 0 0 1 0 1 4 9 3 11 7 2002:00 0 0 0 4 3 702:15 0 0 0 3 1 402:30 0 0 0 4 2 602:45 0 0 0 2 13 4 10 6 2303:00 0 0 0 6 4 1003:15 0 0 0 10 4 1403:30 1 1 2 5 3 803:45 0 1 0 1 0 2 4 25 5 16 9 4104:00 0 0 0 5 4 904:15 0 0 0 6 6 1204:30 2 0 2 4 3 704:45 1 3 1 1 2 4 4 19 3 16 7 3505:00 0 1 1 3 3 605:15 3 2 5 2 6 805:30 1 3 4 4 3 705:45 1 5 1 7 2 12 12 21 2 14 14 3506:00 4 0 4 5 2 706:15 2 2 4 6 8 1406:30 1 4 5 3 4 706:45 4 11 3 9 7 20 7 21 3 17 10 3807:00 2 2 4 7 3 1007:15 0 3 3 4 2 607:30 4 6 10 4 4 807:45 4 10 2 13 6 23 2 17 2 11 4 2808:00 3 5 8 8 1 908:15 1 2 3 2 1 308:30 3 7 10 3 1 408:45 6 13 3 17 9 30 2 15 1 4 3 1909:00 6 2 8 1 3 409:15 4 2 6 1 3 409:30 5 1 6 4 1 509:45 5 20 2 7 7 27 4 10 3 10 7 2010:00 2 1 3 1 0 110:15 3 2 5 2 0 210:30 2 1 3 0 1 110:45 2 9 1 5 3 14 0 3 1 2 1 511:00 4 3 7 0 1 111:15 1 5 6 2 0 211:30 2 3 5 0 0 011:45 2 9 1 12 3 21 0 2 1 2 1 4

TOTALS 82 74 156 174 125 299

SPLIT % 52.6% 47.4% 34.3% 58.2% 41.8% 65.7%

NB SB EB WB

256 199 0 0

AM Peak Hour 08:45 08:00 08:30 17:30 15:30 17:30

AM Pk Volume 21 17 33 27 18 42

Pk Hr Factor 0.875 0.607 0.825 0.563 0.750 0.750

7 ‐ 9 Volume 23 30 0 0 53 40 30 0 0 70

7 ‐ 9 Peak Hour 08:00 08:00 08:00 17:00 16:00 16:00

7 ‐ 9 Pk Volume 13 17 0 0 30 21 16 0 0 35

Pk Hr Factor 0.542 0.607 0.000 0.000 0.750 0.438 0.667 0.000 0.000 0.729

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

455

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Powell St N/O Fremont Way

21:3021:4522:00

Total

455

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #29



NB SB EB WB

577 980 0 0

AM Period NB SB EB WB NB SB EB WB00:00 1 1 2 6 23 2900:15 2 2 4 11 16 2700:30 0 2 2 10 16 2600:45 0 3 0 5 0 8 4 31 10 65 14 9601:00 0 0 0 9 18 2701:15 0 0 0 8 15 2301:30 0 0 0 6 14 2001:45 0 0 0 9 32 10 57 19 8902:00 0 1 1 8 18 2602:15 0 0 0 7 17 2402:30 2 0 2 12 17 2902:45 0 2 0 1 0 3 10 37 26 78 36 11503:00 0 1 1 9 20 2903:15 0 0 0 17 29 4603:30 0 0 0 20 27 4703:45 0 1 2 1 2 10 56 23 99 33 15504:00 0 1 1 10 21 3104:15 0 0 0 8 24 3204:30 0 0 0 11 16 2704:45 2 2 0 1 2 3 12 41 25 86 37 12705:00 1 1 2 14 24 3805:15 1 0 1 11 17 2805:30 2 2 4 15 29 4405:45 1 5 2 5 3 10 9 49 23 93 32 14206:00 3 2 5 13 22 3506:15 0 6 6 9 23 3206:30 3 3 6 5 8 1306:45 5 11 7 18 12 29 6 33 18 71 24 10407:00 4 3 7 13 6 1907:15 4 11 15 11 14 2507:30 5 7 12 6 9 1507:45 8 21 22 43 30 64 8 38 10 39 18 7708:00 6 16 22 13 14 2708:15 23 27 50 4 8 1208:30 13 20 33 6 6 1208:45 17 59 15 78 32 137 6 29 3 31 9 6009:00 6 16 22 5 7 1209:15 8 13 21 1 4 509:30 6 14 20 1 3 409:45 3 23 10 53 13 76 2 9 4 18 6 2710:00 5 8 13 2 1 310:15 7 15 22 6 6 1210:30 12 13 25 1 4 510:45 8 32 18 54 26 86 2 11 1 12 3 2311:00 11 15 26 1 1 211:15 10 20 30 0 1 111:30 14 19 33 2 2 411:45 14 49 12 66 26 115 1 4 1 5 2 9

TOTALS 207 326 533 370 654 1024

SPLIT % 38.8% 61.2% 34.2% 36.1% 63.9% 65.8%

NB SB EB WB

577 980 0 0

AM Peak Hour 08:00 07:45 08:00 15:15 14:45 14:45

AM Pk Volume 59 85 137 57 102 158

Pk Hr Factor 0.641 0.787 0.685 0.713 0.879 0.840

7 ‐ 9 Volume 80 121 0 0 201 90 179 0 0 269

7 ‐ 9 Peak Hour 08:00 07:45 08:00 16:45 16:45 16:45

7 ‐ 9 Pk Volume 59 85 0 0 137 52 95 0 0 147

Pk Hr Factor 0.641 0.787 0.000 0.000 0.685 0.867 0.819 0.000 0.000 0.835

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

1,557

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Prospect Ave S/O Hawkins St

21:3021:4522:00

Total

1,557

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #30



NB SB EB WB

520 577 0 0

AM Period NB SB EB WB NB SB EB WB00:00 0 0 0 17 28 4500:15 0 0 0 13 15 2800:30 0 1 1 6 8 1400:45 1 1 1 2 2 3 12 48 15 66 27 11401:00 0 0 0 17 13 3001:15 0 0 0 9 9 1801:30 3 0 3 9 6 1501:45 0 3 0 0 3 10 45 15 43 25 8802:00 0 1 1 5 15 2002:15 0 0 0 9 20 2902:30 0 0 0 11 22 3302:45 0 0 1 0 1 8 33 11 68 19 10103:00 0 0 0 11 10 2103:15 3 0 3 13 15 2803:30 7 0 7 5 12 1703:45 4 14 1 1 5 15 4 33 14 51 18 8404:00 5 0 5 9 22 3104:15 1 0 1 10 13 2304:30 3 0 3 9 22 3104:45 1 10 0 1 10 8 36 16 73 24 10905:00 4 1 5 11 23 3405:15 5 0 5 3 7 1005:30 2 1 3 0 7 705:45 4 15 1 3 5 18 2 16 2 39 4 5506:00 9 1 10 1 4 506:15 9 1 10 3 3 606:30 5 6 11 2 7 906:45 12 35 6 14 18 49 2 8 1 15 3 2307:00 9 11 20 2 3 507:15 24 6 30 1 5 607:30 11 7 18 1 3 407:45 27 71 13 37 40 108 2 6 3 14 5 2008:00 11 7 18 0 2 208:15 10 7 17 1 1 208:30 11 8 19 0 3 308:45 13 45 6 28 19 73 0 1 1 7 1 809:00 8 8 16 0 0 009:15 9 7 16 0 0 009:30 7 6 13 0 2 209:45 7 31 9 30 16 61 0 1 3 1 310:00 7 5 12 0 0 010:15 5 10 15 0 1 110:30 7 14 21 0 2 210:45 9 28 10 39 19 67 0 2 5 2 511:00 10 10 20 0 0 011:15 8 8 16 0 0 011:30 9 8 17 0 0 011:45 13 40 12 38 25 78 1 1 0 1 1

TOTALS 293 193 486 227 384 611

SPLIT % 60.3% 39.7% 44.3% 37.2% 62.8% 55.7%

NB SB EB WB

520 577 0 0

AM Peak Hour 07:15 11:30 11:30 12:00 16:15 12:00

AM Pk Volume 73 63 115 48 74 114

Pk Hr Factor 0.676 0.563 0.639 0.706 0.804 0.633

7 ‐ 9 Volume 116 65 0 0 181 52 112 0 0 164

7 ‐ 9 Peak Hour 07:15 07:00 07:00 16:15 16:15 16:15

7 ‐ 9 Pk Volume 73 37 0 0 108 38 74 0 0 112

Pk Hr Factor 0.676 0.712 0.000 0.000 0.675 0.864 0.804 0.000 0.000 0.824

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

1,097

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

San Felipe Frontage Rd Bet. McCloskey Rd & Fallon Rd

21:3021:4522:00

Total

1,097

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

1/16/2018

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #31



NB SB EB WB

3,678 3,976 0 0


TOTALS 1826 1389 3215 1852 2587 4439

SPLIT % 56.8% 43.2% 42.0% 41.7% 58.3% 58.0%

NB SB EB WB

3,678 3,976 0 0

AM Peak Hour 6:00 7:15 7:15 16:30 17:15 16:30

AM Pk Volume 336 280 575 297 434 709

Pk Hr Factor 0.840 0.805 0.927 0.940 0.935 0.909

7 ‐ 9 Volume 504 486 0 0 990 527 839 0 0 1366

7 ‐ 9 Peak Hour 7:15 7:15 7:15 16:30 17:00 16:30

7 ‐ 9 Pk Volume 295 280 0 0 575 297 427 0 0 709

Pk Hr Factor 0.899 0.805 0.000 0.000 0.927 0.940 0.920 0.000 0.000 0.909


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

San Felipe Rd N/O Fallon Rd

21:3021:4522:00

Total

7,654

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

7,654

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #32



NB SB EB WB

6,575 6,453 0 0


TOTALS 2114 3334 5448 4461 3119 7580

SPLIT % 38.8% 61.2% 41.8% 58.9% 41.1% 58.2%

NB SB EB WB

6,575 6,453 0 0

AM Peak Hour 11:30 7:15 7:15 16:15 15:15 16:15

AM Pk Volume 433 612 990 847 460 1233

Pk Hr Factor 0.808 0.793 0.825 0.740 0.833 0.829

7 ‐ 9 Volume 673 1018 0 0 1691 1511 734 0 0 2245

7 ‐ 9 Peak Hour 7:15 7:15 7:15 16:15 16:15 16:15

7 ‐ 9 Pk Volume 378 612 0 0 990 847 386 0 0 1233

Pk Hr Factor 0.883 0.793 0.000 0.000 0.825 0.740 0.869 0.000 0.000 0.829

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

13,028

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

San Felipe Rd S/O Park Center Dr

21:3021:4522:00

Total

13,028

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #33



NB SB EB WB

0 0 7,840 8,328


TOTALS 2810 3378 6188 5030 4950 9980

SPLIT % 45.4% 54.6% 38.3% 50.4% 49.6% 61.7%

NB SB EB WB

0 0 7,840 8,328

AM Peak Hour 07:30 07:15 07:30 17:00 16:30 17:00

AM Pk Volume 556 570 1118 736 659 1363

Pk Hr Factor 0.921 0.969 0.938 0.889 0.905 0.949

7 ‐ 9 Volume 0 0 998 1069 2067 0 0 1402 1248 2650

7 ‐ 9 Peak Hour 07:30 07:15 07:30 17:00 16:30 17:00

7 ‐ 9 Pk Volume 0 0 556 570 1118 0 0 736 659 1363

Pk Hr Factor 0.000 0.000 0.921 0.969 0.938 0.000 0.000 0.889 0.905 0.949


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

4th St W/O Felice Dr

21:3021:4522:00

Total

16,168

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

16,168

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #34



NB SB EB WB

0 0 2,173 2,452


TOTALS 683 1059 1742 1490 1393 2883

SPLIT % 39.2% 60.8% 37.7% 51.7% 48.3% 62.3%

NB SB EB WB

0 0 2,173 2,452

AM Peak Hour 7:30 7:45 7:45 14:30 14:45 14:45

AM Pk Volume 203 265 460 218 250 468

Pk Hr Factor 0.651 0.779 0.788 0.768 0.856 0.914

7 ‐ 9 Volume 0 0 300 441 741 0 0 392 349 741

7 ‐ 9 Peak Hour 7:30 7:45 7:45 16:30 17:00 17:00

7 ‐ 9 Pk Volume 0 0 203 265 460 0 0 215 194 401

Pk Hr Factor 0.000 0.000 0.651 0.779 0.788 0.000 0.000 0.768 0.933 0.903


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Santa Ana Rd E/O Alvarado St

21:3021:4522:00

Total

4,625

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

4,625

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #35



NB SB EB WB

0 0 4,005 3,896


TOTALS 1349 1848 3197 2656 2048 4704

SPLIT % 42.2% 57.8% 40.5% 56.5% 43.5% 59.5%

NB SB EB WB

0 0 4,005 3,896

AM Peak Hour 7:30 7:45 7:45 14:30 14:45 14:45

AM Pk Volume 477 504 964 449 439 871

Pk Hr Factor 0.755 0.778 0.855 0.943 0.851 0.889

7 ‐ 9 Volume 0 0 697 841 1538 0 0 681 542 1223

7 ‐ 9 Peak Hour 7:30 7:45 7:45 16:30 16:30 16:30

7 ‐ 9 Pk Volume 0 0 477 504 964 0 0 360 289 649

Pk Hr Factor 0.000 0.000 0.755 0.778 0.855 0.000 0.000 0.918 0.769 0.845


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Santa Ana Rd W/O LeBaig Dr

21:3021:4522:00

Total

7,901

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

7,901

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #36



NB SB EB WB

0 0 502 544

AM Period NB SB EB WB NB SB EB WB00:00 0 0 0 9 10 1900:15 0 0 0 8 6 1400:30 0 0 0 9 10 1900:45 0 0 0 6 32 6 32 12 6401:00 0 0 0 8 6 1401:15 0 0 0 7 6 1301:30 0 0 0 2 3 501:45 0 0 0 11 28 2 17 13 4502:00 0 0 0 7 9 1602:15 0 0 0 5 7 1202:30 0 0 0 5 11 1602:45 0 0 0 7 24 21 48 28 7203:00 0 0 0 17 23 4003:15 0 2 2 13 13 2603:30 0 0 0 9 13 2203:45 0 1 3 1 3 7 46 18 67 25 11304:00 3 0 3 14 8 2204:15 1 0 1 10 12 2204:30 1 2 3 12 6 1804:45 1 6 0 2 1 8 8 44 7 33 15 7705:00 0 1 1 7 19 2605:15 0 1 1 8 14 2205:30 0 2 2 6 10 1605:45 0 1 5 1 5 11 32 14 57 25 8906:00 1 1 2 10 14 2406:15 1 5 6 5 7 1206:30 1 3 4 10 7 1706:45 2 5 1 10 3 15 5 30 10 38 15 6807:00 7 4 11 9 15 2407:15 9 6 15 3 6 907:30 11 20 31 3 5 807:45 25 52 10 40 35 92 4 19 8 34 12 5308:00 18 2 20 1 10 1108:15 12 6 18 1 2 308:30 9 11 20 9 2 1108:45 10 49 13 32 23 81 7 18 7 21 14 3909:00 8 13 21 4 2 609:15 11 5 16 4 4 809:30 7 4 11 6 3 909:45 8 34 6 28 14 62 5 19 5 14 10 3310:00 9 6 15 1 2 310:15 9 5 14 1 2 310:30 7 9 16 1 3 410:45 8 33 10 30 18 63 1 4 3 10 4 1411:00 4 7 11 2 0 211:15 5 6 11 1 2 311:30 5 5 10 1 1 211:45 8 22 2 20 10 42 1 5 0 3 1 8

TOTALS 201 170 371 301 374 675

SPLIT % 54.2% 45.8% 35.5% 44.6% 55.4% 64.5%

NB SB EB WB

0 0 502 544

AM Peak Hour 07:30 08:15 07:30 14:45 14:45 14:45

AM Pk Volume 66 43 104 46 70 116

Pk Hr Factor 0.660 0.827 0.743 0.676 0.761 0.725

7 ‐ 9 Volume 0 0 101 72 173 0 0 76 90 166

7 ‐ 9 Peak Hour 07:30 07:00 07:30 16:00 17:00 17:00

7 ‐ 9 Pk Volume 0 0 66 40 104 0 0 44 57 89

Pk Hr Factor 0.000 0.000 0.660 0.500 0.743 0.000 0.000 0.786 0.750 0.856

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

1,046

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

7th St W/O Powell St

21:3021:4522:00

Total

1,046

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #37



NB SB EB WB

0 0 6,376 6,466


TOTALS 1787 2731 4518 4589 3735 8324

SPLIT % 39.6% 60.4% 35.2% 55.1% 44.9% 64.8%

NB SB EB WB

0 0 6,376 6,466

AM Peak Hour 07:30 07:45 07:45 16:30 14:30 16:30

AM Pk Volume 431 602 1022 630 520 1137

Pk Hr Factor 0.764 0.885 0.919 0.949 0.890 0.970

7 ‐ 9 Volume 0 0 732 1081 1813 0 0 1188 957 2145

7 ‐ 9 Peak Hour 07:30 07:45 07:45 16:30 16:15 16:30

7 ‐ 9 Pk Volume 0 0 431 602 1022 0 0 630 507 1137

Pk Hr Factor 0.000 0.000 0.764 0.885 0.919 0.000 0.000 0.949 0.953 0.970

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

12,842

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Sunnyslope Rd W/O Versailles Dr

21:3021:4522:00

Total

12,842

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #38



NB SB EB WB

0 0 5,699 6,302


TOTALS 1446 2771 4217 4253 3531 7784

SPLIT % 34.3% 65.7% 35.1% 54.6% 45.4% 64.9%

NB SB EB WB

0 0 5,699 6,302

AM Peak Hour 11:30 07:30 07:45 16:45 16:30 16:30

AM Pk Volume 327 643 939 592 504 1083

Pk Hr Factor 0.818 0.919 0.974 0.974 0.969 0.970

7 ‐ 9 Volume 0 0 552 1153 1705 0 0 1128 931 2059

7 ‐ 9 Peak Hour 08:00 07:30 07:45 16:45 16:30 16:30

7 ‐ 9 Pk Volume 0 0 306 643 939 0 0 592 504 1083

Pk Hr Factor 0.000 0.000 0.841 0.919 0.974 0.000 0.000 0.974 0.969 0.970

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

12,001

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Sunnyslope Rd E/O Memorial Dr

21:3021:4522:00

Total

12,001

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #39



NB SB EB WB

0 0 3,661 4,088


TOTALS 1074 1712 2786 2587 2376 4963

SPLIT % 38.5% 61.5% 36.0% 52.1% 47.9% 64.0%

NB SB EB WB

0 0 3,661 4,088

AM Peak Hour 07:30 07:30 07:30 16:45 14:45 16:30

AM Pk Volume 247 414 661 367 345 706

Pk Hr Factor 0.753 0.908 0.913 0.946 0.918 0.944

7 ‐ 9 Volume 0 0 420 744 1164 0 0 699 633 1332

7 ‐ 9 Peak Hour 07:30 07:30 07:30 16:45 16:30 16:30

7 ‐ 9 Pk Volume 0 0 247 414 661 0 0 367 342 706

Pk Hr Factor 0.000 0.000 0.753 0.908 0.913 0.000 0.000 0.946 0.950 0.944

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

7,749

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Sunnyslope Rd E/O Clearview Dr

21:3021:4522:00

Total

7,749

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #40



NB SB EB WB

0 0 2,854 2,812


TOTALS 1065 977 2042 1789 1835 3624

SPLIT % 52.2% 47.8% 36.0% 49.4% 50.6% 64.0%

NB SB EB WB

0 0 2,854 2,812

AM Peak Hour 07:30 07:45 07:30 15:45 16:15 14:45

AM Pk Volume 280 259 532 268 293 544

Pk Hr Factor 0.814 0.809 0.971 0.905 0.832 0.919

7 ‐ 9 Volume 0 0 426 431 857 0 0 455 545 1000

7 ‐ 9 Peak Hour 07:30 07:45 07:30 16:00 16:15 16:15

7 ‐ 9 Pk Volume 0 0 280 259 532 0 0 244 293 536

Pk Hr Factor 0.000 0.000 0.814 0.809 0.971 0.000 0.000 0.824 0.832 0.918


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Sunnyslope Rd E/O Beverly Dr

21:3021:4522:00

Total

5,666

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

5,666

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #41



NB SB EB WB

0 0 3,842 3,260


TOTALS 1566 982 2548 2276 2278 4554

SPLIT % 61.5% 38.5% 35.9% 50.0% 50.0% 64.1%

NB SB EB WB

0 0 3,842 3,260

AM Peak Hour 07:30 11:30 07:30 14:15 15:00 14:45

AM Pk Volume 383 219 578 336 307 611

Pk Hr Factor 0.754 0.883 0.803 0.913 0.903 0.920

7 ‐ 9 Volume 0 0 610 346 956 0 0 552 566 1118

7 ‐ 9 Peak Hour 07:30 07:45 07:30 16:30 16:15 16:15

7 ‐ 9 Pk Volume 0 0 383 207 578 0 0 292 304 592

Pk Hr Factor 0.000 0.000 0.754 0.976 0.803 0.000 0.000 0.723 0.938 0.860


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/18/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Wednesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Sunset Dr & Hazel Hawkins Hospital

21:3021:4522:00

Total

7,102

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

7,102

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #42



NB SB EB WB

962 949 0 0

AM Period NB SB EB WB NB SB EB WB00:00 0 0 0 17 15 3200:15 0 0 0 10 11 2100:30 0 0 0 9 14 2300:45 0 1 1 1 1 5 41 11 51 16 9201:00 0 0 0 8 15 2301:15 0 0 0 10 8 1801:30 0 0 0 12 10 2201:45 1 1 0 1 1 21 51 8 41 29 9202:00 0 0 0 11 14 2502:15 1 1 2 12 24 3602:30 0 0 0 23 31 5402:45 0 1 1 2 1 3 21 67 46 115 67 18203:00 0 0 0 79 34 11303:15 0 0 0 32 23 5503:30 1 0 1 32 24 5603:45 2 3 0 2 3 20 163 21 102 41 26504:00 1 0 1 19 20 3904:15 0 1 1 20 16 3604:30 1 0 1 17 18 3504:45 4 6 2 3 6 9 21 77 23 77 44 15405:00 2 2 4 19 19 3805:15 1 3 4 11 13 2405:30 1 6 7 19 18 3705:45 1 5 3 14 4 19 15 64 17 67 32 13106:00 2 5 7 13 12 2506:15 5 2 7 9 17 2606:30 5 8 13 15 13 2806:45 4 16 4 19 8 35 14 51 18 60 32 11107:00 7 8 15 7 16 2307:15 9 16 25 6 7 1307:30 17 26 43 4 11 1507:45 24 57 22 72 46 129 6 23 7 41 13 6408:00 56 19 75 5 7 1208:15 40 40 80 3 7 1008:30 54 34 88 11 11 2208:45 20 170 14 107 34 277 6 25 6 31 12 5609:00 10 6 16 3 7 1009:15 12 6 18 4 8 1209:30 10 14 24 1 3 409:45 7 39 5 31 12 70 4 12 2 20 6 3210:00 12 5 17 2 7 910:15 5 8 13 1 3 410:30 6 9 15 1 3 410:45 18 41 6 28 24 69 0 4 4 17 4 2111:00 7 9 16 1 2 311:15 10 12 22 2 3 511:30 12 10 22 0 2 211:45 11 40 11 42 22 82 2 5 1 8 3 13

TOTALS 379 319 698 583 630 1213

SPLIT % 54.3% 45.7% 36.5% 48.1% 51.9% 63.5%

NB SB EB WB

962 949 0 0

AM Peak Hour 07:45 07:45 07:45 14:45 14:15 14:45

AM Pk Volume 174 115 289 164 135 291

Pk Hr Factor 0.777 0.719 0.821 0.519 0.734 0.644

7 ‐ 9 Volume 227 179 0 0 406 141 144 0 0 285

7 ‐ 9 Peak Hour 07:45 07:45 07:45 16:00 16:00 16:00

7 ‐ 9 Pk Volume 174 115 0 0 289 77 77 0 0 154

Pk Hr Factor 0.777 0.719 0.000 0.000 0.821 0.917 0.837 0.000 0.000 0.875

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

1,911

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Sunset Dr N/O Ruger Ct

21:3021:4522:00

Total

1,911

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Wednesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/18/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #43



NB SB EB WB

0 0 1,386 1,116


TOTALS 463 568 1031 923 548 1471

SPLIT % 44.9% 55.1% 41.2% 62.7% 37.3% 58.8%

NB SB EB WB

0 0 1,386 1,116

AM Peak Hour 7:00 7:00 7:00 17:45 12:45 16:30

AM Pk Volume 180 151 331 133 91 208

Pk Hr Factor 0.500 0.686 0.662 0.853 0.669 0.897

7 ‐ 9 Volume 0 0 247 229 476 0 0 240 139 379

7 ‐ 9 Peak Hour 7:00 7:00 7:00 16:30 16:15 16:30

7 ‐ 9 Pk Volume 0 0 180 151 331 0 0 126 82 208

Pk Hr Factor 0.000 0.000 0.500 0.686 0.662 0.000 0.000 0.900 0.854 0.897


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Union Rd E/O Glenview Dr

21:3021:4522:00

Total

2,502

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

2,502

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #44



NB SB EB WB

0 0 2,067 1,838


TOTALS 540 898 1438 1527 940 2467

SPLIT % 37.6% 62.4% 36.8% 61.9% 38.1% 63.2%

NB SB EB WB

0 0 2,067 1,838

AM Peak Hour 07:00 07:15 07:00 17:30 14:00 13:30

AM Pk Volume 178 259 428 205 159 326

Pk Hr Factor 0.556 0.674 0.733 0.801 0.710 0.886

7 ‐ 9 Volume 0 0 261 405 666 0 0 370 212 582

7 ‐ 9 Peak Hour 07:00 07:15 07:00 16:45 17:00 17:00

7 ‐ 9 Pk Volume 0 0 178 259 428 0 0 193 109 302

Pk Hr Factor 0.000 0.000 0.556 0.674 0.733 0.000 0.000 0.877 0.757 0.921

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

3,905

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Union Rd E/O Fairhaven Dr

21:3021:4522:00

Total

3,905

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Wednesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/18/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #45



NB SB EB WB

1,285 983 0 0


TOTALS 484 427 911 801 556 1357

SPLIT % 53.1% 46.9% 40.2% 59.0% 41.0% 59.8%

NB SB EB WB

1,285 983 0 0

AM Peak Hour 07:30 08:00 07:15 16:45 16:45 16:45

AM Pk Volume 109 85 184 121 77 198

Pk Hr Factor 0.779 0.885 0.868 0.917 0.802 0.917

7 ‐ 9 Volume 196 164 0 0 360 225 143 0 0 368

7 ‐ 9 Peak Hour 07:30 08:00 07:15 16:45 16:45 16:45

7 ‐ 9 Pk Volume 109 85 0 0 184 121 77 0 0 198

Pk Hr Factor 0.779 0.885 0.000 0.000 0.868 0.917 0.802 0.000 0.000 0.917


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Valley View Rd S/O Cedar Dr

21:3021:4522:00

Total

2,268

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

2,268

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #46



NB SB EB WB

1,247 1,090 0 0


TOTALS 339 554 893 908 536 1444

SPLIT % 38.0% 62.0% 38.2% 62.9% 37.1% 61.8%

NB SB EB WB

1,247 1,090 0 0

AM Peak Hour 7:30 7:15 7:15 16:30 16:00 16:30

AM Pk Volume 78 126 200 142 89 226

Pk Hr Factor 0.813 0.643 0.685 0.710 0.927 0.831

7 ‐ 9 Volume 135 209 0 0 344 252 163 0 0 415

7 ‐ 9 Peak Hour 7:30 7:15 7:15 16:30 16:00 16:30

7 ‐ 9 Pk Volume 78 126 0 0 200 142 89 0 0 226

Pk Hr Factor 0.813 0.643 0.000 0.000 0.685 0.710 0.927 0.000 0.000 0.831


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Valley View Rd S/O Crestview Rd

21:3021:4522:00

Total

2,337

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

2,337

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #47



NB SB EB WB

1,610 1,627 0 0


TOTALS 627 834 1461 983 793 1776

SPLIT % 42.9% 57.1% 45.1% 55.3% 44.7% 54.9%

NB SB EB WB

1,610 1,627 0 0

AM Peak Hour 07:15 10:45 07:15 14:30 14:30 14:30

AM Pk Volume 180 127 300 151 126 277

Pk Hr Factor 0.703 0.756 0.824 0.899 0.808 0.855

7 ‐ 9 Volume 261 226 0 0 487 260 212 0 0 472

7 ‐ 9 Peak Hour 07:15 07:15 07:15 16:00 16:30 16:30

7 ‐ 9 Pk Volume 180 120 0 0 300 132 123 0 0 254

Pk Hr Factor 0.703 0.750 0.000 0.000 0.824 0.892 0.831 0.000 0.000 0.948


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Westside Blvd Bet. 4th St & Central Ave

21:3021:4522:00

Total

3,237

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

3,237

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #48



NB SB EB WB

1,645 2,250 0 0


TOTALS 522 676 1198 1123 1574 2697

SPLIT % 43.6% 56.4% 30.8% 41.6% 58.4% 69.2%

NB SB EB WB

1,645 2,250 0 0

AM Peak Hour 07:30 07:45 07:15 17:00 16:30 16:30

AM Pk Volume 101 160 255 154 247 397

Pk Hr Factor 0.765 0.769 0.861 0.963 0.922 0.911

7 ‐ 9 Volume 176 294 0 0 470 304 462 0 0 766

7 ‐ 9 Peak Hour 07:30 07:45 07:15 17:00 16:30 16:30

7 ‐ 9 Pk Volume 101 160 0 0 255 154 247 0 0 397

Pk Hr Factor 0.765 0.769 0.000 0.000 0.861 0.963 0.922 0.000 0.000 0.911


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Westside Blvd S/O Apricot Ln

21:3021:4522:00

Total

3,895

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

3,895

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #49



NB SB EB WB

3,813 3,284 0 0


TOTALS 1691 950 2641 2122 2334 4456

SPLIT % 64.0% 36.0% 37.2% 47.6% 52.4% 62.8%

NB SB EB WB

3,813 3,284 0 0

AM Peak Hour 07:30 07:15 07:30 15:15 17:00 17:00

AM Pk Volume 383 237 614 321 374 655

Pk Hr Factor 0.903 0.871 0.882 0.827 0.984 0.975

7 ‐ 9 Volume 625 431 0 0 1056 553 700 0 0 1253

7 ‐ 9 Peak Hour 07:30 07:15 07:30 17:00 17:00 17:00

7 ‐ 9 Pk Volume 383 237 0 0 614 281 374 0 0 655

Pk Hr Factor 0.903 0.871 0.000 0.000 0.882 0.912 0.984 0.000 0.000 0.975


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Westside Blvd N/O Jan Ave

21:3021:4522:00

Total

7,097

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

7,097

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #50



NB SB EB WB

1,355 1,685 0 0


TOTALS 584 915 1499 771 770 1541

SPLIT % 39.0% 61.0% 49.3% 50.0% 50.0% 50.7%

NB SB EB WB

1,355 1,685 0 0

AM Peak Hour 07:15 07:15 07:15 14:30 13:45 14:00

AM Pk Volume 160 187 347 115 125 230

Pk Hr Factor 0.769 0.835 0.868 0.927 0.919 0.898

7 ‐ 9 Volume 232 304 0 0 536 200 195 0 0 395

7 ‐ 9 Peak Hour 07:15 07:15 07:15 16:00 16:45 16:45

7 ‐ 9 Pk Volume 160 187 0 0 347 110 121 0 0 212

Pk Hr Factor 0.769 0.835 0.000 0.000 0.868 0.887 0.818 0.000 0.000 0.841

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

3,040

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Westside Blvd S/O Jills Ct

21:3021:4522:00

Total

3,040

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #51



NB SB EB WB

0 0 1,599 1,029


TOTALS 672 278 950 927 751 1678

SPLIT % 70.7% 29.3% 36.1% 55.2% 44.8% 63.9%

NB SB EB WB

0 0 1,599 1,029

AM Peak Hour 07:45 07:45 07:45 14:30 14:45 14:30

AM Pk Volume 313 86 399 215 145 356

Pk Hr Factor 0.790 0.860 0.804 0.698 0.806 0.761

7 ‐ 9 Volume 0 0 435 136 571 0 0 205 194 399

7 ‐ 9 Peak Hour 07:45 07:45 07:45 16:15 17:00 17:00

7 ‐ 9 Pk Volume 0 0 313 86 399 0 0 104 102 204

Pk Hr Factor 0.000 0.000 0.790 0.860 0.804 0.000 0.000 0.765 0.850 0.797


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/18/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Wednesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Southside Rd W/O Sunset Dr

21:3021:4522:00

Total

2,628

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

2,628

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #52



NB SB EB WB

0 0 1,102 1,240


TOTALS 405 457 862 697 783 1480

SPLIT % 47.0% 53.0% 36.8% 47.1% 52.9% 63.2%

NB SB EB WB

0 0 1,102 1,240

AM Peak Hour 07:45 08:00 08:00 14:15 15:00 14:45

AM Pk Volume 161 142 298 121 160 265

Pk Hr Factor 0.610 0.612 0.738 0.738 0.645 0.712

7 ‐ 9 Volume 0 0 248 234 482 0 0 182 193 375

7 ‐ 9 Peak Hour 07:45 08:00 08:00 16:45 17:00 17:00

7 ‐ 9 Pk Volume 0 0 161 142 298 0 0 108 104 210

Pk Hr Factor 0.000 0.000 0.610 0.612 0.738 0.000 0.000 0.730 0.867 0.833

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

2,342

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Southside Rd E/O Nora Dr

21:3021:4522:00

Total

2,342

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Wednesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/18/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #53



NB SB EB WB

438 432 0 0

AM Period NB SB EB WB NB SB EB WB00:00 0 0 0 18 12 3000:15 0 0 0 14 5 1900:30 1 0 1 5 2 700:45 0 1 0 0 1 13 50 13 32 26 8201:00 0 1 1 2 6 801:15 0 0 0 10 4 1401:30 2 1 3 5 17 2201:45 0 2 0 2 0 4 8 25 9 36 17 6102:00 0 2 2 10 8 1802:15 2 0 2 3 3 602:30 1 1 2 5 2 702:45 0 3 0 3 0 6 7 25 4 17 11 4203:00 1 1 2 14 21 3503:15 0 0 0 8 8 1603:30 2 0 2 11 10 2103:45 1 4 1 2 2 6 15 48 7 46 22 9404:00 0 2 2 9 8 1704:15 0 0 0 6 5 1104:30 1 0 1 10 5 1504:45 0 1 1 3 1 4 10 35 7 25 17 6005:00 2 5 7 9 7 1605:15 0 0 0 9 6 1505:30 1 3 4 6 11 1705:45 2 5 8 16 10 21 12 36 5 29 17 6506:00 1 5 6 6 6 1206:15 1 5 6 4 7 1106:30 3 5 8 6 7 1306:45 2 7 10 25 12 32 6 22 2 22 8 4407:00 3 10 13 8 4 1207:15 11 7 18 7 2 907:30 16 11 27 5 7 1207:45 6 36 7 35 13 71 4 24 1 14 5 3808:00 7 6 13 4 2 608:15 12 11 23 2 1 308:30 7 15 22 3 2 508:45 9 35 7 39 16 74 2 11 2 7 4 1809:00 3 9 12 1 1 209:15 4 5 9 1 0 109:30 3 4 7 3 1 409:45 5 15 4 22 9 37 1 6 1 3 2 910:00 6 10 16 2 1 310:15 3 8 11 1 3 410:30 4 3 7 1 1 210:45 3 16 6 27 9 43 0 4 2 7 2 1111:00 3 5 8 1 0 111:15 5 4 9 0 0 011:30 5 4 9 1 0 111:45 12 25 6 19 18 44 0 2 1 1 1 3

TOTALS 150 193 343 288 239 527

SPLIT % 43.7% 56.3% 39.4% 54.6% 45.4% 60.6%

NB SB EB WB

438 432 0 0

AM Peak Hour 11:30 08:15 07:30 12:00 15:00 15:00

AM Pk Volume 49 42 76 50 46 94

Pk Hr Factor 0.681 0.700 0.704 0.694 0.548 0.671

7 ‐ 9 Volume 71 74 0 0 145 71 54 0 0 125

7 ‐ 9 Peak Hour 07:30 07:45 07:30 16:30 16:45 16:45

7 ‐ 9 Pk Volume 41 39 0 0 76 38 31 0 0 65

Pk Hr Factor 0.641 0.650 0.000 0.000 0.704 0.950 0.705 0.000 0.000 0.956

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

870

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

Cienega Rd S/O Nevada St

21:3021:4522:00

Total

870

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Wednesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/18/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #54



NB SB EB WB

10,307 10,550 0 0


TOTALS 5284 2939 8223 5023 7611 12634

SPLIT % 64.3% 35.7% 39.4% 39.8% 60.2% 60.6%

NB SB EB WB10,307 10,550 0 0

AM Peak Hour 7:30 11:30 11:45 15:00 16:15 16:15

AM Pk Volume 843 683 1317 679 1196 1852

Pk Hr Factor 0.897 0.928 0.927 0.918 0.901 0.901

7 ‐ 9 Volume 1521 893 0 0 2414 1242 2194 0 0 3436

7 ‐ 9 Peak Hour 7:30 7:15 7:30 16:15 16:15 16:15

7 ‐ 9 Pk Volume 843 480 0 0 1302 656 1196 0 0 1852

Pk Hr Factor 0.897 0.863 0.000 0.000 0.912 0.845 0.901 0.000 0.000 0.901

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

20,857

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

San Felipe Rd N/O Maple St

21:3021:4522:00

Total

20,857

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #55



NB SB EB WB

6,433 5,765 0 0


TOTALS 1914 2358 4272 4519 3407 7926

SPLIT % 44.8% 55.2% 35.0% 57.0% 43.0% 65.0%

NB SB EB WB

6,433 5,765 0 0

AM Peak Hour 11:45 11:45 11:45 16:30 16:45 16:30

AM Pk Volume 457 391 848 640 449 1082

Pk Hr Factor 0.822 0.922 0.946 0.870 0.838 0.939

7 ‐ 9 Volume 594 714 0 0 1308 1184 821 0 0 2005

7 ‐ 9 Peak Hour 8:00 8:00 8:00 16:30 16:45 16:30

7 ‐ 9 Pk Volume 347 388 0 0 735 640 449 0 0 1082

Pk Hr Factor 0.868 0.829 0.000 0.000 0.914 0.870 0.838 0.000 0.000 0.939


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

San Benito St N/O 5th St

21:3021:4522:00

Total

12,198

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

12,198

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #56



NB SB EB WB

5,266 5,527 0 0


TOTALS 2234 1771 4005 3032 3756 6788

SPLIT % 55.8% 44.2% 37.1% 44.7% 55.3% 62.9%

NB SB EB WB

5,266 5,527 0 0

AM Peak Hour 07:30 07:45 07:30 17:00 16:30 17:00

AM Pk Volume 438 377 794 423 474 870

Pk Hr Factor 0.876 0.952 0.915 0.795 0.956 0.933

7 ‐ 9 Volume 789 649 0 0 1438 788 918 0 0 1706

7 ‐ 9 Peak Hour 07:30 07:45 07:30 17:00 16:30 17:00

7 ‐ 9 Pk Volume 438 377 0 0 794 423 474 0 0 870

Pk Hr Factor 0.876 0.952 0.000 0.000 0.915 0.795 0.956 0.000 0.000 0.933

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

10,793

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

San Benito St N/O Haydon St

21:3021:4522:00

Total

10,793

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #57



NB SB EB WB

3,546 3,661 0 0


TOTALS 1275 1435 2710 2271 2226 4497

SPLIT % 47.0% 53.0% 37.6% 50.5% 49.5% 62.4%

NB SB EB WB

3,546 3,661 0 0

AM Peak Hour 07:30 07:15 07:15 15:00 17:30 17:00

AM Pk Volume 279 428 706 309 346 612

Pk Hr Factor 0.861 0.856 0.878 0.736 0.911 0.922

7 ‐ 9 Volume 519 775 0 0 1294 550 616 0 0 1166

7 ‐ 9 Peak Hour 07:30 07:15 07:15 16:45 17:00 17:00

7 ‐ 9 Pk Volume 279 428 0 0 706 289 331 0 0 612

Pk Hr Factor 0.861 0.856 0.000 0.000 0.878 0.915 0.871 0.000 0.000 0.922


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/18/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Wednesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

San Benito St N/O Baler Alley

21:3021:4522:00

Total

7,207

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

7,207

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #58



NB SB EB WB

3,691 3,720 0 0


TOTALS 1459 1445 2904 2232 2275 4507

SPLIT % 50.2% 49.8% 39.2% 49.5% 50.5% 60.8%

NB SB EB WB

3,691 3,720 0 0

AM Peak Hour 07:15 07:30 07:15 16:30 15:00 15:00

AM Pk Volume 432 318 744 312 343 649

Pk Hr Factor 0.794 0.803 0.861 0.897 0.697 0.693

7 ‐ 9 Volume 795 613 0 0 1408 610 558 0 0 1168

7 ‐ 9 Peak Hour 07:15 07:30 07:15 16:30 17:00 17:00

7 ‐ 9 Pk Volume 432 318 0 0 744 312 292 0 0 601

Pk Hr Factor 0.794 0.803 0.000 0.000 0.861 0.897 0.901 0.000 0.000 0.951

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

TOTAL

23:45

TOTALS

Total

7,411

DAILY TOTALS

21:0021:15

20:30

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

San Benito St Bet. Promise Way & South Side Rd

21:3021:4522:00

Total

7,411

19:3019:4520:0020:15

18:0018:1518:3018:4519:0019:15

16:4517:0017:15

Wednesday

17:3017:45

15:1515:3015:4516:0016:1516:30

14:0014:1514:30

10/18/2017

14:4515:00

DAILY TOTALS

PM Period


13:1513:3013:45

12:0012:1512:3012:4513:00

Segment #59



NB SB EB WB

0 0 8,637 8,773


TOTALS 2941 3015 5956 5696 5758 11454

SPLIT % 49.4% 50.6% 34.2% 49.7% 50.3% 65.8%

NB SB EB WB

0 0 8,637 8,773

AM Peak Hour 8:00 7:45 7:45 15:00 17:00 17:00

AM Pk Volume 660 646 1296 783 744 1500

Pk Hr Factor 0.943 0.868 0.898 0.796 0.964 0.947

7 ‐ 9 Volume 0 0 1206 1204 2410 0 0 1458 1417 2875

7 ‐ 9 Peak Hour 8:00 7:45 7:45 16:45 17:00 17:00

7 ‐ 9 Pk Volume 0 0 660 646 1296 0 0 768 744 1500

Pk Hr Factor 0.000 0.000 0.943 0.868 0.898 0.000 0.000 0.928 0.964 0.947


13:1513:3013:45

12:0012:1512:3012:4513:00

16:1516:30

14:0014:1514:30

10/17/2017

14:4515:00

DAILY TOTALS

PM Period

16:4517:0017:15

Tuesday

17:3017:45

15:1515:3015:4516:00

18:0018:1518:3018:4519:0019:15

Nash Rd E/O Cushman St

21:3021:4522:00

Total

17,410

19:3019:4520:0020:15

DAILY TOTALS

22:1522:3022:4523:0023:1523:30

TOTAL

23:45

TOTALS

Total

17,410

DAILY TOTALS

21:0021:15

20:30

4 ‐ 6 Peak Hour

4 ‐ 6 Pk Volume

SPLIT %

TOTAL

Pk Hr Factor

PM Peak Hour

PM Pk Volume

Pk Hr Factor

4 ‐ 6 Volume

20:45

Segment #60

engineering & traffic...

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